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2020.06.12_Essex Permit Stamped 217-221 ESSEX ST. SALEM, MA 01970 FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FIN FINISH FFL FOF FACE OF FINISH FOC FOS HVAC FC FD INSUL LEFT HAND(ED) MAX MAXIMUM PR REQ REF REFERENCE REV SD T W/WITH WC @ AT AFF BLOCKING CONCRETE EARTH BATT INSULATION GRAVEL WOOD DRYWALL TILE ELEVATION REFERENCE DOOR NUMBER ROOM NUMBER WINDOW NUMBER ELEVATION DESIGNATION SECTION REFERENCE NEW DOOR TO BE INSTALLED NEW DOOR TO BE INSTALLED 102 A NEW CONSTRUCTION CONSTRUCTION PARTITION TYPE BUILDING CROSS SECTION STEEL 1 A-200 1 A-300 1 A-3.1 INDICATES PRE-FAB PANEL CONSTRUCTION PERMIT/CONSTRUCTION 06.12.2020 CLIENT: ARCHITECT: Attn: Joe Arcari 617.776.1900 Essex Street Lofts, LLC 217-221 Essex Street Salem, Ma 01970 81 Boylston Street, 2nd Floor Brookline, MA 02445 Attn:Stephen A. Sousa 617-426-4142 27 Congress Street, Suite 205-8 Salem, MA 01970 Attn:Patric McCormack 978-542-1920 SURVEY: 45 New Ocean Street Swampscott, MA 01907 Attn:Lisa Casselli 781-646-6982 GEOTECH: 48 constitution Drive Bedford, NH 03110 Attn:Paul Sbacchi 603-472-4488 STRUCTURE: 43 Bradford Street, 3rd Floor Concord, MA 01742 Attn:Sergio Siani 781-398-2250 MEP: 63 Federal Street Salem, MA 01970 Attn:Joseph C. Correnti, Esq 978-744-0212 ZONING/PERMITTING: 313 congress street Boston, MA 02210 Attn:Doug Anderson 617-530-1408 CODE CONSULTANT: 265 Essex Street, Suite 102, P.O. Box 3026 Salem, MA 01970 Attn:William Ross 978-741-7401 CIVIL ENGINEER 11. DIMENSIONS ARE TO CENTER LINES, EXISTING BUILDING GRID LINES OR TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. 12. ALL GYPSUM WALL BOARD CONSTRUCTION SHALL CONFORM TO RECOMMENDATIONS, PRACTICES, STANDARDS AND INSTRUCTIONS PUBLISHED BY U.S. GYPSUM COMPANY IN THE GYPSUM CONSTRUCTION HANDBOOK. 13. ALL FINISHED WORK SHALL BE FREE OF DEFECTS. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS AND WORKMANSHIP WHICH ARE NOT CONSIDERED TO BE AT THE HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED. 14. NO CHANGES OR SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY THE ARCHITECT. 15. ANY MODIFICATION OF THESE CONSTRUCTION DOCUMENTS MUST BE APPROVED BY SOUSA DESIGN IN WRITING. 16. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, SAMPLES AND SUBMITTALS FOR ALL ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE PROJECT. 17. IN ALL CASES OF CONFLICT, THE ARCHITECTURAL DRAWINGS GOVERN. FOR LAYOUT, ALL CONFLICTS ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT. 18. ALL MATERIALS REQUIRE A SUBMITTAL TO THE ARCHITECT FOR APPROVAL. 19. ALL WORK TO BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATIONS FROM ORIGINAL DRAWING SET. 20. ALL UNUSED / ABANDONED FLOOR & WALL OPENINGS SHALL BE SEALED AND FIRESTOPPED TO MATCH SPECIFIED ASSEMBLY. 21. CONTRACTOR/OWNER TO ENGAGE HERS RATOR AS REQUIRED TO SATISFY MA ENERGY CODE REQUIREMENTS. 22. THE CONSTRUCTION DOCUMENT DRAWINGS ARE COMPLIMENTARY OF ONE ANOTHER AND INTENDED TO BE USED AS A FULL SET TO REPRESENT THE DESIGN INTENT. CONTRACTOR IS TO FURNISH ALL SUBCONTRACTORS WITH FULL SET OF DRAWINGS AND COORDINATE AMONGST SUBCONTRACTORS. 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECTS OF ALL DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS. 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS THAT MAY APPLY TO THE CONSTRUCTION OF THE PROJECT. 3. ALL WORK OF THIS PROJECT SHALL COMPLY WITH ACCEPTED BUILDING PRACTICES AND ALL CODES HAVING JURISDICTION OVER THIS PROJECT. 4. REFER TO LIMITS OF WORK DRAWINGS FOR OVERALL DESCRIPTION OF WORK AREAS. 5. THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT SITE AND ALL SURROUNDING AREAS IN FINAL CLEAR CONDITION INCLUDING THE REMOVAL OF ALL DEBRIS RESULTING FROM CONSTRUCTION. 6. THE CONTRACTOR SHALL AT ALL TIMES DURING THE PROGRESS OF THE WORK REMOVE ALL CONSTRUCTION DEBRIS AND MAINTAIN A DUST FREE ENVIRONMENT FOR ALL ADJACENT AREAS. 7. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND VERIFY THAT ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL MATERIALS BY ALL TRADES IS PROPERLY EXECUTED. 8. THE CONTRACTOR SHALL UTILIZE THE AREAS WITHIN THE SCOPE OF WORK FOR STORAGE OF MATERIALS AND TOOLS. 9. ALL WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER ALL OTHERS. DO NOT SCALE DRAWINGS. IF THERE IS A QUESTION OR CONFLICT IN DIMENSIONS, NOTIFY THE ARCHITECT FOR CLARIFICATION. 10. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. THE CONTRACT DRAWINGS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK. ARCHITECTURAL: A-000 COVER PAGE SP-1.0 EXISTING PLOT PLAN SP-1.1 PROPOSED PLOT PLAN SP-1.2 PROPOSED CONSTRUCTION STAGING PLAN D-1.0 BASEMENT DEMOLITION PLAN D-1.1 FIRST FLOOR DEMOLITION PLAN D-1.2 SECOND FLOOR DEMOLITION PLAN D-1.3 THIRD FLOOR DEMOLITION PLAN D-1.4 FOURTH FLOOR DEMOLITION PLAN D-1.5 FIFTH FLOOR DEMOLITION PLAN D-1.6 ROOF DEMOLITION PLAN A-001 BUILDING CODE SUMMARY A-002 BASEMENT AND FIRST FLOORS FIRE AND LIFE SAFETY PLANS A-003 SECOND AND THIRD FLOORS FIRE AND LIFE SAFETY PLANS A-004 THIRD LOFT FLOOR FIRE AND LIFE SAFETY PLAN A-005 FOURTH AND FIFTH FLOORS FIRE AND LIFE SAFETY PLANS A-110 BASEMENT CONSTRUCTION PLAN A-111 FIRST FLOOR CONSTRUCTION PLAN A-112 SECOND FLOOR CONSTRUCTION PLAN A-113 THIRD FLOOR CONSTRUCTION PLAN A-114 THIRD FLOOR LOFT CONSTRUCTION PLAN A-115 FOURTH FLOOR CONSTRUCTION PLAN A-116 FIFTH FLOOR CONSTRUCTION PLAN A-117 ROOF CONSTRUCTION PLAN A-130 BASEMENT REFLECTED CEILING PLAN A-131 FIRST FLOOR REFLECTED CEILING PLAN A-132 SECOND FLOOR REFLECTED CEILING PLAN A-133 THIRD FLOOR REFLECTED CEILING PLAN A-134 THIRD FLOOR LOFT REFLECTED CEILING PLAN A-135 FOURTH FLOOR REFLECTED CEILING PLAN A-136 FIFTH FLOOR REFLECTED CEILING PLAN A-137 ROOF LIGHTING PLAN A-200 ENLARGED LOBBY PLANS & ELEVATIONS A-201 ENLARGED CORRIDORS PLANS & ELEVATIONS A-202 ENLARGED CORRIDORS PLANS & ELEVATIONS A-203 ENLARGED CORRIDORS PLANS & ELEVATIONS A-220.1A UNIT 201 INTERIOR ELEVATIONS A-220.1B UNIT 201 ENLARGED BATHROOM PLANS & ELEVATIONS A-220.1C UNIT 201 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.2A UNIT 202 INTERIOR ELEVATIONS A-220.2B UNIT 202 ENLARGED BATHROOM PLANS & ELEVATIONS A-220.2C UNIT 202 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.3A UNIT 203 INTERIOR ELEVATIONS A-220.3B UNIT 203 ENLARGED BATHROOM PLANS & ELEVATIONS A-220.3C UNIT 203 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.4A UNIT 204 INTERIOR ELEVATIONS A-220.4B UNIT 204 ENLARGED BATHROOM PLANS & ELEVATIONS A-220.4C UNIT 204 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.5A UNIT 205 INTERIOR ELEVATIONS A-220.5B UNIT 205 ENLARGED BATHROOM PLANS & ELEVATIONS A-220.5C UNIT 205 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.6A UNIT 206 INTERIOR ELEVATIONS A-220.6B UNIT 206 ENLARGED BATHROOM PLANS & ELEVATIONS A-220.6C UNIT 206 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.1A UNIT 301 INTERIOR ELEVATIONS A-230.1B UNIT 301 ENLARGED BATHROOM PLANS & ELEVATIONS A-230.1C UNIT 301 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.2A UNIT 302 INTERIOR ELEVATIONS A-230.2B UNIT 302 ENLARGED BATHROOM PLANS & ELEVATIONS A-230.2C UNIT 302 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.3A UNIT 303 INTERIOR ELEVATIONS A-230.3B UNIT 303 ENLARGED BATHROOM PLANS & ELEVATIONS A-230.3C UNIT 303 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.4A UNIT 304 INTERIOR ELEVATIONS A-230.4B UNIT 304 ENLARGED BATHROOM PLANS & ELEVATIONS A-230.4C UNIT 304 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.5A UNIT 305 INTERIOR ELEVATIONS A-230.5B UNIT 305 ENLARGED BATHROOM PLANS & ELEVATIONS A-230.5C UNIT 305 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.6A UNIT 306 INTERIOR ELEVATIONS A-230.6B UNIT 306 ENLARGED BATHROOM PLANS & ELEVATIONS A-230.6C UNIT 306 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.1A UNIT 401 INTERIOR ELEVATIONS A-240.1B UNIT 401 ENLARGED BATHROOM PLANS & ELEVATIONS A-240.1C UNIT 401 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.2A UNIT 402 INTERIOR ELEVATIONS A-240.2B UNIT 402 ENLARGED BATHROOM PLANS & ELEVATIONS A-240.2C UNIT 402 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.3A UNIT 403 INTERIOR ELEVATIONS A-240.3B UNIT 403 ENLARGED BATHROOM PLANS & ELEVATIONS 1 ARCHITECTURAL (CONTINUED): A-240.3C UNIT 403 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.4A UNIT 404 INTERIOR ELEVATIONS A-240.4B UNIT 404 ENLARGED BATHROOM PLANS & ELEVATIONS A-240.4C UNIT 404 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.1A UNIT 501 INTERIOR ELEVATIONS A-250.1B UNIT 501 ENLARGED BATHROOM PLANS & ELEVATIONS A-250.1C UNIT 501 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.2A UNIT 502 INTERIOR ELEVATIONS A-250.2B UNIT 502 ENLARGED BATHROOM PLANS & ELEVATIONS A-250.2C UNIT 502 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.3A UNIT 503 INTERIOR ELEVATIONS A-250.3B UNIT 503 ENLARGED BATHROOM PLANS & ELEVATIONS A-250.3C UNIT 503 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.4A UNIT 504 INTERIOR ELEVATIONS A-250.4B UNIT 504 ENLARGED BATHROOM PLANS & ELEVATIONS A-250.4C UNIT 504 ENLARGED KITCHEN PLAN & ELEVATIONS A-300 PROPOSED NORTH EXTERIOR ELEVATION A-301 PROPOSED EAST EXTERIOR ELEVATION A-302 PROPOSED SOUTH EXTERIOR ELEVATION A-303 PROPOSED WEST EXTERIOR ELEVATION A-304 MASONRY RESTORATION SPECIFICATIONS A-305 MASONRY RESTORATION SPECIFICATIONS A-350 PROPOSED BUILDING SECTION A-351 PROPOSED BUILDING SECTION A-352 PROPOSED BUILDING SECTION A-400 NEW WINDOW DETAILS A-401 NEW WINDOW DETAILS A-402 NEE SOUTH ENTRY DOOR AND TRANSOM DETAIL A-403 NEW STOREFRONT DETAILS A-404 ROOF BALUSTERS DETAILS A-405 EXTERIOR DETAILS A-406 EXTERIOR DETAILS A-500 WALL PARTITION TYPES A-501 WALL PARTITION TYPES A-502 FLOOR & CEILING CONSTRUCTION ASSEMBLIES A-600 DOOR SCHEDULE A-601 WINDOW SCHEDULE A-700 INTERIOR STAIR (#2) PLANS & SECTION A-701 INTERIOR STAIR (#1) PLANS & SECTION A-702 INTERIOR STAIR (#3) PLANS & SECTION A-703 INTERIOR ELEVATOR PLANS & SECTION STRUCTURAL: S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 STATEMENT OF SPECIAL INSPECTIONS S004 STATEMENT OF SPECIAL INSPECTIONS S001 GENERAL STRUCTURAL NOTES S101 FOUNDATION/BASEMENT PLAN S102 FIRST FLOOR FRAMING PLAN S103 SECOND FLOOR FRAMING PLAN S104 THIRD FLOOR FRAMING PLAN S105 FOURTH FLOOR FRAMING PLAN S106 FIFTH FLOOR FRAMING PLAN S107 FIFTH FLOOR CEILING LEVEL FRAMING PLAN S108 ROOF FRAMING PLAN S201 BUILDING SECTION AT LINE 1.2 AND MISC. SCHEDULES S202 BUILDING SECTION AT LINE 1.3 S301 TYPICAL FOUNDATION DETAILS S302 FOUNDATION SECTIONS S401 TYPICAL SECTIONS AND DETAILS S402 FRAMING SECTIONS S403 FRAMING SECTIONS S501 TYPICAL MASONRY SECTIONS, DETAILS AND SCHEDULES S502 TYPICAL MASONRY DETAILS S601 TYPICAL CFS DETAILS ELECTRICAL: E-0.1 ELECTRICAL LEGEND, NOTES & ONE LINE E-0.2 ELECTRICAL SCHEDULES E-1.0 BASEMENT ELECTRICAL PLAN E-1.1 FIRST FLOOR ELECTRICAL PLAN E-1.2 SECOND FLOOR ELECTRICAL PLAN E-1.3 THIRD FLOOR ELECTRICAL PLAN E-1.4 217 THIRD FLOOR LOFT ELECTRICAL PLAN E-1.5 221 FOURTH FLOOR ELECTRICAL PLAN E-1.6 221 FIFTH FLOOR ELECTRICAL PLAN E-1.7 ROOF ELECTRICAL PLAN E-2.0 BASEMENT LIGHTING PLAN E-2.1 FIRST FLOOR LIGHTING PLAN E-2.2 SECOND FLOOR LIGHTING PLAN E-2.3 THIRD FLOOR LIGHTING PLAN E-2.4 217 THIRD FLOOR LOFT LIGHTING PLAN E-2.5 221 FOURTH FLOOR LIGHTING PLAN E-2.6 221 FIFTH FLOOR LIGHTING PLAN E-3.1 ELECTRICAL DETAILS MECHANICAL: M-0.1 MECHANICAL LEGEND & NOTES M-0.2 MECHANICAL SCHEDULES M-1.0 PROPOSED BASEMENT MECHANICAL PLAN M-1.1 FIRST FLOOR MECHANICAL PLAN M-1.2 SECOND FLOOR MECHANICAL PLAN M-1.3 THIRD FLOOR MECHANICAL PLAN M-1.4 FOURTH FLOOR MECHANICAL PLAN M-1.5 FIFTH FLOOR MECHANICAL PLAN M-1.6 ROOF MECHANICAL PLAN M-1.7 ROOF MECHANICAL PLAN M-2.1 MECHANICAL DETAILS M-2.2 MECHANICAL DETAILS M-2.3 MECHANICAL DETAILS M-2.4 MECHANICAL DETAILS M-2.5 MECHANICAL DETAILS PLUMBING: P-0.1 PLUMBING LEGEND & NOTES P-1.0 BASEMENT PLUMBING PLAN P-1.1 FIRST FLOOR PLUMBING PLAN P-1.2 SECOND FLOOR PLUMBING PLAN P-1.3 THIRD FLOOR PLUMBING PLAN P-1.4 FOURTH FLOOR PLUMBING PLAN P-1.5 FIFTH FLOOR PLUMBING PLAN P-1.6 ROOF PLUMBING PLAN P-1.7 ROOF PLUMBING PLAN P-2.1 PLUMBING DETAILS FIRE ALARM: FA-1 FIRE ALARM NOTES AND MATRIX FA-2 FIRE ALARM PLANS BASEMENT AND FIRST FLOOR FA-3 FIRE ALARM PLANS SECOND AND THIRD FLOORS FA-4 FIRE ALARM PLANS THIRD (LOFT) AND FOURTH FLOORS FA-5 FIRE ALARM PLANS FIFTH FLOOR AND ROOF TOP FIRE PROTECTION: SP-1 SPRINKLER PLANS BASEMENT AND FIRST FLOOR SP-2 SPRINKLER PLANS SECOND AND THIRD FLOORS SP-3 SPRINKLER PLANS THIRD (LOFT) AND FOURTH FLOORS SP-4 SPRINKLER PLANS FIFTH FLOOR AND SPRINKLER NOTES BUILDING SUMMARY: TOTAL LOT AREA:Existing 7,495 SF +/- GROSS FLOOR AREA:Existing 30,025SF +/- USE CATEGORY: Use: Existing A-3 Museum First Floor and Group M First Floor Proposed R-2 Residential ZONING DISTRICT: B5 Central Development BUILDING CODE: WORK TO BE COMPLETED IN ACCORDANCE TO: IBC - International Building Code 2015 IEBC - International Existing Building Code 2015 IECC - International Energy Conservation Code 2015 IMC - International Mechanical Code 2015 IFC - International Fire Code 2015 780 CMR - MA Amendments to the IBC 527 CMR - MA fire prevention and electrical regulations 521 CMR - MA accessibility regulations 248 CMR - MA plumbing regulations 524 CMR - MA elevator regulations CONSTRUCTION TYPE IIIB (Mixed Used) *BUILDING TO BE FULLY SPRINKLERED FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS CONSTRUCTION TYPE: 3B PRIMARY STRUCTURAL FRAME 0 HR EXTERIOR BEARING WALLS 2 HR INTERIOR LOAD BEARING WALLS 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR SEPARATION OF USE 1 HR COMMON CORRIDORS 1 HR MECHANICAL CHASE 0-3 STORIES 1 HR MECHANICAL CHASE 3+ STORIES 2 HR STAIR AND ELEVATOR SHAFTS 2 HR 11 Cricket Ln., Littleton, MA 01460 Attn:Joel Corneliusen PE 781-248-7497 FIRE PROTECTION CONSULTANT: 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 BENCH BENCH PROPOSED CONSTRUCTION STAGING AREA PROPOSED TREE BARRIERS PROPOSED REMOVE AND SALVAGE FOR RE-USE PROPOSED REMOVE EXIST TREES (REPLACE W/ NEW TREES PROPOSED CONSTRUCTION FENCING 10'-0" 55'-0"+/- BENCHCONC. PADRETAIN EXIST TREES DIRECTION OF TRAFFIC REMOVE EXIST BRICK CURB AND SALVAGE FOR RE-USE TYPICAL REMOVE EXIST BRICK CURB AND SALVAGE FOR RE-USE TYPICAL EXIST TO REMAIN 217-221 PROPOSED CONSTRUCTION STAGING PLAN Scale: 1/8" = 1'-0"1 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 KEY PLAN 1" = 50'-0" Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 D-1.0 BASEMENT DEMO PLAN 217-221 BASEMENT DEMOLITION PLAN Scale: 1/4" = 1'-0"1 F.F.L. = -13' - 9" UP UP MECH. ROOM F.F.L. = -13' - 0 1/2" F.F.L. = -8' - 8" F.F.L. = -8' - 8" F.F.L. = -8' - 10 1/2" UP F.F.L. = -8' - 8" F.F.L. = -9' - 3" F.F.L. = -9' - 3" F.F.L. = -9' - 5 1/2" UP UP DN DN RETAIN EXISTING STAIR ASSEMBLY RETAIN EXISTING STAIR ASSEMBLY RETAIN EXISTING BANK SAFE STRUCTURE UP EXISTING MASONRY WALL TO REMAIN EXISTING MASONRY WALLS TO REMAIN REMOVE EXISTING BASEMENT WINDOWS TO ACCOMODATE NEW LEVEL CHANGES RELOCATE EXISTING UTILITIES AS NEEDED DN EXISTING MASONRY WALLS TO REMAIN EXISTING TENANT ACCESS TO REMAIN AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 4'-0"(V.I.F.)4'-0"(V.I.F.)5'-0" (V .I .F .)REMOVE PORTION OF EXISTING MASONRY WALLS TO ACCOMODATE NEW OPENING, SEE STRUCTURAL DRAWINGS FOR HEADER DETAILS (TYP.) REMOVE PORTION OF EXISTING MASONRY WALLS TO ACCOMODATE NEW ACCESS TO CRAWL SPACE. REMOVE PORTION OF EXISTING MASONRY WALLS TO ACCOMODATE NEW OPENINGS, SEE STRUCTURAL DRAWINGS FOR HEADER DETAILS (TYP.) EXISTING MASONRY WALL TO BE REMOVED IN COORDINATIONS WITH NEW STAIR CONSTRUCTION CONTRACTOR TO REMOVE / ELOCATED ALL OVERHEAD SPRINKLER, PLUMBING AND HVAC LOCATED ABOVE NEW ELECTRIC ROOM SAW CUT & LOWER TOP OF EXISTING BRICK FOUNDATION WALL AS REQUIRED FOR NEW ELEVATOR PIT SLAB REMOVE PORTION OF EXISTING SLAB FOR NEW COLUMN FOOTINGS NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 FIRST FLOOR DEMO PLAN D-1.1 217-221 FOURTH REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 DN DN UP UP DN DNUP 217 ESSEX ST. 221 ESSEX ST. RETAIN EXISTING STAIR ASSEMBLY RETAIN EXISTING DECORATIVE COLUMNS & BEAM RETAIN EXISTING BANK SAFE STRUCTURE RETAIN EXISTING BANK SAFE STRUCTURE RETAIN EXISTING STAIR ASSEMBLY UP REMOVE EXISTING WINDOW SASH, HARDWARE, AND POCKET WEIGHT ONLY EXISTING GLASS BLOCK WALL TO REMAIN EXISTING LADDER TO BE REMOVED REMOVE EXISTING MASONRY WALL TO ACCOMODATE NEW METAL DOOR AND WINDOW TRANSOM REMOVE EXISTING MASONRY WALL OPENING TO ACCOMODATE NEW RESIDENTIAL ENTRY EXISTING LADDER TO BE REMOVED AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 RETAIN EXISTING MASONRY WALL RETAIN EXISTING WOOD BEARING WALL NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 SECOND FLOOR DEMO PLAN D-1.2 UP DN UP DN F.F.L. = 16' - 5" F.F.L. = 14' - 10" F.F.L. = 14' - 10" DN DN UP F.F.L. = 14' - 10" F.F.L. = 17' - 0 1/2" F.F.L. = 14' - 10" F.F.L. = 14' - 10" F.F.L. = 14' - 10" F.F.L. = 16' - 5" F.F.L. = 16' - 5" F.F.L. = 16' - 5" F.F.L. = 16' - 5" F.F.L. = 16' - 5" F.F.L. = 14' - 10" DN UP UP F.F.L. = 16' - 5" F.F.L. = 14' - 10" REFER TO GENERAL DEMOLITION NOTES/ LEGEND REFER TO GENERAL DEMOLITION NOTES/ LEGEND RETAIN EXISTING STAIR ASSEMBLY REMOVE EXISTING FIRE ESCAPE REMOVE EXISTING FIRE ESCAPE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217-221 SECOND FLOOR DEMOLITION PLAN Scale: 1/4" = 1'-0"1 REMOVE EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING EXISTING SHAFT STRUCTURES & VERIZON EQUIPMENTS TO REMAIN. REMOVE EXISTING INTERIOR FINISHES & MASONRY FIRE BLOCKING BETWEEN EXISTING STUDS AS REQUIRED NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 THIRD FLOOR DEMO PLAN D-1.3 217-221 THIRD FLOOR DEMOLITION PLAN Scale: 1/4" = 1'-0"1 F.F.L. = 28' - 3" UP DN UP DN DN UP REFER TO GENERAL DEMOLITION NOTES/ LEGEND REFER TO GENERAL DEMOLITION NOTES/ LEGEND RETAIN EXISTING STAIR ASSEMBLYREMOVE DOOR ASSEMBLY REMOVE EXISTING FIRE ESCAPE REMOVE INFILL BRICK FOR NEW DOOR REMOVE EXISTING FIRE ESCAPE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 REMOVE EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING EXISTING SHAFT STRUCTURES & VERIZON EQUIPMENTS TO REMAIN. REMOVE EXISTING INTERIOR FINISHES & MASONRY FIRE BLOCKING BETWEEN EXISTING STUDS AS REQUIRED NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK DEMOLITION LEGEND 80'-8 3/4"44'-10 3/4"87'-0 1/2"DN DN UP DN UP DNUP REFER TO GENERAL DEMOLITION NOTES/ LEGEND REMOVE EXISTING FIRE ESCAPE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217-221 FOURTH FLOOR DEMOLITION PLAN Scale: 1/4" = 1'-0"1 REMOVE EXISTING FLOOR STRUCTURE @ NEW STAIR OPENING, TYP. EXISTING SHAFT STRUCTURES & VERIZON EQUIPMENTS TO REMAIN. REMOVE EXISTING INTERIOR FINISHES & MASONRY FIRE BLOCKING BETWEEN EXISTING STUDS AS REQUIRED REMOVE EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING REMOVE EXISTING ROOF STRUCTURES @ NEW STAIRS REMOVE INFILL BRICK FOR NEW DOOW EXISTING FIRE ESCAPE TO BE REMOVED NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 FOURTH FLOOR DEMO PLAN D-1.4 REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 FIFTH FLOOR DEMO PLAN D-1.5 217-221 FIFTH FLOOR DEMOLITION PLAN Scale: 1/4" = 1'-0"1 1.1 1.3 A B C D E F 2.11.2 1.41.35 UPSILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4" HEAD: 7' - 9" SILL: 1'-4" HEAD: 7' - 9" SILL: 1'-4" HEAD: 7' - 9" SILL: 1'-4" HEAD: 7' - 9" REFER TO GENERAL DEMOLITION NOTES/ LEGEND REMOVE EXISTING FIRE ESCAPE REMOVE INFILL BRICK FOR NEW DOOR REMOVE EXISTING FIRE ESCAPE REMOVE EXISTING FLOOR STRUCTURE @ NEW STAIR OPENING, TYP. EXISTING SHAFT STRUCTURES & VERIZON EQUIPMENTS TO REMAIN. REMOVE EXISTING INTERIOR FINISHES & MASONRY FIRE BLOCKING BETWEEN EXISTING STUDS AS REQUIRED REMOVE EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING REMOVE EXISTING FLOOR STRUCTURE @ NEW ELEVATOR SHAFT, TYP. NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ROOF DEMO PLAN D-1.6 DN UP DNUP EXISTING GENERATOR EXISTING GENERATOR TO REMAIN EXISTING MASONRY WALL TO REMAIN SALVAGE EXISTING STEEL WALKWAY SALVAGE EXISTING SHED DEMOLISH ALL EXISTING MECH. EQUIPMENT TYPICAL EXISTING EQUIPMENT TO REMAIN EXISTING ROOF LINE WOOD BALLUSTRADES TO BE REMOVED TYPICAL SALVAGE EXISTING SKYLIGHT DEMOLISH EXISTING EXTERIOR STAIR REFER TO GENERAL DEMOLITION NOTES/ LEGEND REFER TO GENERAL DEMOLITION NOTES/ LEGEND REMOVE EXISTING FIRE ESCAPE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217-221 ROOF DEMOLITION PLAN Scale: 1/4" = 1'-0"1 REMOVE EXISTING WOOD BALUSTRADE ASSEMBLY REMOVE EXISTING DOWNSPOUT EXISTING WOOD ROOF BALUSTRADE TO REMAIN TYP. REMOVE EXISTING COPPER GUTTER ASSEMBLY, TYP. REMOVE EXISTING COPPER COPING COVER ASSEMBLY, TYP. REMOVE EXISTING DOWNSPOUT REMOVE EXISTING SHED STRUCTURE REMOVE EXISTING COPPER GUTTER ASSEMBLY, TYP. REMOVE EXISTING COPPER GUTTER ASSEMBLY, TYP. REMOVE EXISTING ROOF STRUCTURE @ NEW ROOF HATCH REMOVE EXISTING COPPER FRAME & WIRED GLASS SKYLIGHT & ASSOCIATED COPPER FLASHING SURROUND, TYP. EXISTING CHIMNEY TO REMAIN ABOVE ROOF STRUCTURE, TYP. REMOVE EXISTING DOWNSPOUT REMOVE EXISTING COPPER GUTTER ASSEMBLY, TYP. REMOVE EXISTING WOOD ROOF BALUSTRADE ASSEMBLY, TYP. REMOVE EXISTING COPPER COPING COVER ASSEMBLY, TYP. NOTE: CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY STRUCTURAL SHORING IN COORDINATION WITH THE SCOPE OF WORK. REMOVE ALL EXISTING FLOOR MATERIALS DOWN TO EXISTING HARD WOOD FLOOR OR IF UNSTABLE, DOWN TO SUB FLOOR. 1. GC shall coordinate scope of demolition with the work shown on the plans. 2. GC shall confirm demolition scope with a field visit prior to bid. 3. GC is responsible to identifying any hazardous materials and abating in manner consistent with current regulations. DEMOLITION GENERAL NOTES REMOVE EXISTING INTERIOR WALLS, COLUMN ENCLOSURES, ACCESSORIES, DOORS, BRACKETS, BUILT-IN CASEWORK IN THEIR ENTIRETY. TYPICAL ALL AREAS. REMOVE ALL EXISTING SUSPENDED CEILINGS, GYP. BD. CEILINGS, PLASTER CEILING AND GYP. BD. SOFFITS IN THEIR ENTIRETY. DEMOLITION SCOPE NOTES LEGEND INTERIOR BASEBOARD HEATING, RADIATOR & ASSOCIATED PIPING TO BE REMOVED IN THEIR ENTIRETY. REMOVE ABANDON INTERIOR EXISTING AIR HANDLERS, DUCTS AND ASSOCIATED PLUMBING AND ELECTRICAL IN THEIR ENTIRETY. REMOVE EXISTING DOORS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. REMOVE EXISTING INTERIOR LATH/PLASTER FINISHES BACK TO EXISTING STUDS OR MASONRY WALL REMOVE EXISTING ABANDON SANITARY PIPE AND VENT IN THEIR ENTIRETY. 01 02 03 04 05 06 09 10 11 REMOVED ABANDON EXISTING BOILER AND ASSOCIATED PIPING IN THEIR ENTIRETY. 07 08 REMOVED ABANDON INTERIOR EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. REMOVE ALL ABANDON LIGHT FIXTURES , DUCTWORK, VENTS, AIR CONDITIONERS IN THEIR ENTIRETY. 1.THE CONTRACTOR SHALL MAINTAIN POWER TO EXISTING EXIST SIGNS, FIRE ALARM DEVICES, EMERGENCY LIGHTS, CO DETECTORS FIRE PROTECTIONS, STANDING PIPES AND SECURITY ALARM DURING DEMOLITON AND CONSTRUCTION. 2. EXISTING STRUCTURAL COMPONENTS TO REMAIN, COLUMNS, BEARING WALLS, BEAMS, FLOOR FRAMING AND ROOF FRAMING. 3. CONTRACTOR SHALL CAREFULLY COORDINATE DEMO WITH PROPOSED NEW FRAMING AND PROVIDE TEMPORARY STRUCTURAL SHORING AND / OR OTHER MEANS OF STABLIZING THE EXISTING STRUCTURE. GENERAL NOTES DEMOLITION LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1.THE CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO DETERMINE THE CONDITIONS OF EXISTING CONSTRUCTION AND FAMILIARIZETHEMSELVES WITH THE PROPOSED WORK. THE CONTRACTOR SHALLREVIEW ALL EXISTING ORIGINAL BUILDING DRAWINGS AS PROVIDE BY BY THE GC. 2.DISCONNECTION OF UTILITIES AND UTILITY LINES TO BE ABANDONED SHALL BE DISCONNECTED, REMOVED AS REQUIRED AND/OR CAPPED OFF ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATION. 3.TO THE BEST OF OWNER'S KNOWLEDGE THERE ARE NO HAZARDOUS MATERIALS, HOWEVER GIVEN THE AGE OF THE BUILDING CANNOT GUARANTEED THAT NONE ARE PRESENT. CONTRACTOR SHALL BE DILIGENT IN IDENTIFYING ANY SUSPECT MATERIALS AND SHALL NOTIFY OWNER IF ANY ARE ENCOUNTERED. CONTRACTOR SHALL COOPERATE WITH OWNER IN COORDINATING ALL ABATEMENT, REMOVAL AND DISPOSAL OF ANY HAZARDOUS MATERIALS. DEMOLITION GENERAL NOTES REMOVE EXISTING WINDOWS, ASSOCIATED HARDWARE, FRAME AND TRIMS IN THEIR ENTIRETY. 12 REMOVE EXISTING MEMBRANE ROOFING, FLASHING, EQUIPMENT CURBS, INSULATION AND COPPER BASE, CAP AND PARAPET WALL FLASHING IN THEIR ENTIRETY. 13 RETAIN EXISTING 4. CONTRACTOR IS NOT TO REMOVE OR ALTER ANY STRUCTURAL COMPONENTS WITHOUT THE WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. UPON CONSENT, THE CONTRACTOR SHALL BE DILIGENT IN CUTTING, MODIFYING OR REMOVAL OF ANY STRUCTURAL COMPONENT AND PROVIDE ALL REQUIRED TEMPORARY SHORING/FRAMING TO STABILIZE THE STRUCTURE AND AVOID ANY SETTLEMENT OR DAMAGE. 5.THE OWNER WILL PROVIDE A SURVEY OF EXISTING CONDITIONS WITH REGARDS TO THE PRESENT OF HAZARDOUS MATERIALS. IT IS INTENTION OF THIS PROJECTED THAT ANY WORK ASSOCIATED WITH HAZARDOUS MATERIALS (INCLUDING, BUT NOT LIMETED TO ASBESTOS QUALIFIED CONSULTING/ABATEMENT WORK (IDENTIFICATION, TESTING, THE OWNER'S CONSULTING ABATEMENT FIRM). REMOVE EXISTING STRUCTURES TO ACCOMODATE NEW STAIRS, ELEVATOR SHAFTS, AND FLOOR LEVEL CHANGES 14 REMOVE WINDOW SASH ASSEMBLY AT 221 ESSEX ST. WINDOWS ONLY. GENERAL AREA OF DEMOLITION WORK A-001 BUILDING CODE SUMMARY Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.41.35 2.25 UP UP DN DN CRAWL SPACE UP NEW ELEVATOR PIT CRAWL SPACE EXIST LOWER BASEMENT NEW ELECTRICAL ROOM SUMP PIT NEW MACHINE RM SUMP PITSTAIR #48 RISERS @ 6.375" = 51"MAILBOXES TRASH/ RECYCLE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 CONC. PADUP DN DN SHARED CORRIDOR LANDLORD EQUIPMENT CLOSET UP RESIDENCE LOBBY BENCH BENCH BENCH ELEVATOR NEW STAIR 2 TRASH AREA UP UP DN F.D. DN STAIR 3 AMAZON HUBUP STORAGE EXISTING STAIR FIRE RATING DIAGRAM KEY FIRE RATING DIAGRAM NOTES 2 HOUR RATED STAIR WALLS, (TYP.) 2 HOUR RATED ELEVATOR SHAFT, (TYP.) 2 HOUR RATED ELEVATOR SHAFT (TYP.) FIRST FLOOR FIRE & LIFE SAFETY PLAN Scale: 1/8" = 1'-0"2BASEMENT FIRE & LIFE SAFETY PLAN Scale: 1/8" = 1'-0"1 2 HOUR RATED MACHINE ROOM (TYP.) 1. REFER TO DRAWING A-001 FOR CODE ANALYSIS & SUMMARY. 2. REFER TO DRAWING A-001 FOR STAIR EGRESS CAPACITY & OCCUPANT LOAD. 3. REFER TO PARTITION AND ASSEMBLY TYPE SHEETS A-501 & A-502 FOR ADDITIONAL INFORMATION. 4. REFER TO OVERALL FLOOR PLANS FOR EXTERIOR WALL & PARTITION TYPES. 5. THE ROOF IS REQUIRED TO BE 1HR RATED. 6. FIRE EXTINGUISHERS LOCATED FOR 30' (10-B EXTINGUISHER OR HIGHER) OR 50' (20-B EXTINGUISHER OR HIGHER) 7. FIRE EXTINGUISHERS TO BE PROVIDED UNDER THE KITCHEN SINK IN EACH RESIDENTIAL UNIT. 8. SEE FIREPROTECTION PLANS FOR SPRINKLER, STANDPIPE AND FIRE ALARM DEVICE LOCATIONS. 1HR WALL CONSTRUCTION - SEE WALL TYPES 2HR WALL CONSTRUCTION - SEE WALL TYPES FIRE DEPARTMENT STANDPIPE LOCATION FIRE DEPARTMENT VALVE CONNECTION EGRESS FIRE DEPARTMENT ACCESS TO BUILDING FIRE EXTINGUISHER CABINETFC 2 HOUR RATED ELECTRICAL ROOM (TYP.) 2 HOUR RATED 1 HOUR RATED AT TRASH ROOM AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217 - UNIT 206 866 SF 217 - UNIT 205 831 SF 217 - UNIT 204 1,012 SF W/DCOATS MECH MECH W/DCOATSMECH CLOSETCLOSET CLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP 221 - UNIT 201 CLOSETCLOSET COATS 895 SF 841 SF W/D MECH MECH COATSCLOSETW/D221 - UNIT 202 949 SF CLOSET221 - UNIT 203 RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEARCOATS MECH CLOSET WDLINENCLOSET BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN 12'-1" x 11'-7" 7'-1" x 11'-0" 10'-0" x 6'-8" 12'-5" x 13'-2" LIVING 12'-6" x 12'-3" 10'-10" x 11'-0" LIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 20'-3" x 8'-6" 9'-11" x 7'-9" 13'-4" x 12'-7" 12'-7" x 9'-4" 10'-0" x 6'-6" 9'-3" x 15'-7" 10'-10" x 14'-6" 11'-1" x 10'-3" 15'-7" x 10'-6"12'-7" x 12'-7" BEDROOM 2 MASTER BEDROOM LIVINGKITCHEN KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM BATHROOM 2 10'-6" x 10'-9" 10'-5" x 10'-1" 11'-7" x 15'-0" 5'-0" x 9'-4" 6'-0" x 9'-0" 11'-9" x 12'-1" MASTER BEDROOM BEDROOM 2 LIVING MASTER BATHROOM KITCHEN BATHROOM 2 11'-0" x 11'-7" 10'-4x10'-7" 5'-0" x 8'-8" 14'-5"x12'-4" 6'-0" x 9'-4" 9'-5" x 11'-3" MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM 5'-10" x 8'-8" 12'-5" x 10'-4" 12'-2" x 16'-3" 10'-4" x 11'-8" BATHROOM 2 5'-6" x 9'-1" LIVING 14'-0" x 9'-2" 13'-0" x 13'-0" BATHROOM EXIT SHAFT TO REMAIN STORAGE (TYP.) UP DN STAIR 2 217 HALLWAY 221 HALLWAY AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 DN EXISTING STAIR 1 ELEVATOR UP DN UP STORAGE CLOSET W/D MECH MECH COATS CLOSETCLOSETW/DCOATS CLOSET CLOSET 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF W/DMECH CLOSETCOATS LIVINGKITCHEN BATHROOM 1 BEDROOM 1 12'-5" x 13'-1" 21'-8" x 16'-6" 10'-0" x 6'-6" 10'-11" x 13'-2" LIVING KITCHEN BATHROOM 1 BEDROOM 1 17'-7" x 14'-5" 10'-9" x 13'-10" 16'-1" x 14'-0" 6'-4" x 9'-0" LIVINGBEDROOM 1 10'-1" x 12'-11"16'-9" x 16'-3" KITCHEN 8'-6" x 19'-3" BATHROOM 1 6'-1" x 8'-8" 6'-8" x 9'-0" BEDROOM 2 10'-9" x 11'-6" KITCHENLIVING MASTER BEDROOM BATHROOM 2 12'-9" x 12'-10" 12'-2" x 10'-11"10'-7" x 9'-5" MASTER BATHROOM 7'-1" x 9'-0" MASTER BATHROOM LIVING ROOM MASTER BEDROOM BEDROOM 2 BATHROOM 2 9'-10" x 6'-6" 12'-10" x 9'-6" 13'-0" x 12'-7" 8'-0" x 10'-11" 16'-6" x 9'-0" KITCHEN 9'-3" x 15'-7" BATHROOM 2 BEDROOM 2 LIVING MASTER BEDROOM 12'-1" x 11'-8" 10'-6" x 6'-6" 12'-5" x 12'-11" 12'-3" x 9'-3" MASTER BATHROOM KITCHEN 6'-6" x 10'-11" 10'-10" x 9'-5" EXIT SHAFT TO REMAIN STORAGE (TYP.) OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVECLOSETMECHCOATSCLOSET LINEN COATS MECH CLOSET W/D W/D 217 - UNIT 306 882 SF 217 - UNIT 305 884 SF 217 - UNIT 304 988 SF UP OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE MECH COATSUP W/D FIRE RATING DIAGRAM KEY FIRE RATING DIAGRAM NOTES 1. REFER TO DRAWING A-001 FOR CODE ANALYSIS & SUMMARY. 2. REFER TO DRAWING A-001 FOR STAIR EGRESS CAPACITY & OCCUPANT LOAD. 3. REFER TO PARTITION AND ASSEMBLY TYPE SHEETS A-501 & A-502 FOR ADDITIONAL INFORMATION. 4. REFER TO OVERALL FLOOR PLANS FOR EXTERIOR WALL & PARTITION TYPES. 5. THE ROOF IS REQUIRED TO BE 1HR RATED. 6. FIRE EXTINGUISHERS LOCATED FOR 30' (10-B EXTINGUISHER OR HIGHER) OR 50' (20-B EXTINGUISHER OR HIGHER) 7. FIRE EXTINGUISHERS TO BE PROVIDED UNDER THE KITCHEN SINK IN EACH RESIDENTIAL UNIT. 8. SEE FIREPROTECTION PLANS FOR SPRINKLER, STANDPIPE AND FIRE ALARM DEVICE LOCATIONS. THIRD FLOOR FIRE & LIFE SAFETY PLAN Scale: 1/8" = 1'-0"4SECOND FLOOR FIRE & LIFE SAFETY PLAN Scale: 1/8" = 1'-0"3 EXISTING 2 HOUR RATED STAIR WALLS, (TYP.) NEW 2 HOUR RATED STAIR WALLS (TYP.) EXISTING 2 HOUR RATED SHAFT WALLS (TYP.) NEW 2 HOUR RATED ELEVATOR SHAFT (TYP.) 1 HOUR RATED CORRIDOR WALLS (TYP.) 1 HOUR RATED SEPARATION WALLS AT UNIT DEMISING (TYP.) INDICATES 1 HOUR RATED CHASE (TYP.) NOTE: CONTRACTOR TO PROVIDE CONTINUOUS 2-HOUR RATED SHAFT (INCLUDING HORIZONTAL RUNS)AT OFFSET CHASES (TYP.) EXISTING 2 HOUR RATED STAIR WALLS, (TYP.) NEW 2 HOUR RATED STAIR WALLS (TYP.) EXISTING 2 HOUR RATED SHAFT WALLS (TYP.) 1 HOUR RATED SEPARATION WALLS AT UNIT DEMISING (TYP.) NEW 2 HOUR RATED ELEVATOR SHAFT (TYP.) 1 HOUR RATED CORRIDOR WALLS (TYP.) NEW 2 HOUR RATED CHASE FC FC FC FC 1HR WALL CONSTRUCTION - SEE WALL TYPES 2HR WALL CONSTRUCTION - SEE WALL TYPES FIRE DEPARTMENT STANDPIPE LOCATION FIRE DEPARTMENT VALVE CONNECTION EGRESS FIRE DEPARTMENT ACCESS TO BUILDING FIRE EXTINGUISHER CABINETFC X NEW 2 HOUR RATED CHASE Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-003 SECOND AND THIRD FLOORS FIRE & LIFE SAFETY PLANS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-004 THIRD FLOOR LOFT FIRE & LIFE SAFETY PLANS DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) EXISTING STAIR 1 DNBALCONY CLOSETCLOSET 217 - UNIT 306 LOFT 279 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 304 LOFT 231 SF CLOSETUP DN CLOSETCLOSET LINEN COATS DN BATHROOM 2 BATHROOM 2 BATHROOM 2 6'-6" x 9'-0" 6'-6" x 10'-0" 6'-1" x 8'-8" BEDROOM 2 BEDROOM 2 10'-8" x 14'-5" BEDROOM 2 13'-0" x 10'-5" 10'-0" x 12'-4" FIRE RATING DIAGRAM KEY FIRE RATING DIAGRAM NOTES THIRD FLOOR LOFT FIRE & LIFE SAFETY PLANS Scale: 1/8" = 1'-0"5 1. REFER TO DRAWING A-001 FOR CODE ANALYSIS & SUMMARY. 2. REFER TO DRAWING A-001 FOR STAIR EGRESS CAPACITY & OCCUPANT LOAD. 3. REFER TO PARTITION AND ASSEMBLY TYPE SHEETS A-501 & A-502 FOR ADDITIONAL INFORMATION. 4. REFER TO OVERALL FLOOR PLANS FOR EXTERIOR WALL & PARTITION TYPES. 5. THE ROOF IS REQUIRED TO BE 1HR RATED. 6. FIRE EXTINGUISHERS LOCATED FOR 30' (10-B EXTINGUISHER OR HIGHER) OR 50' (20-B EXTINGUISHER OR HIGHER) 7. FIRE EXTINGUISHERS TO BE PROVIDED UNDER THE KITCHEN SINK IN EACH RESIDENTIAL UNIT. 8. SEE FIREPROTECTION PLANS FOR SPRINKLER, STANDPIPE AND FIRE ALARM DEVICE LOCATIONS. EXISTING 2 HOUR RATED STAIR WALLS, (TYP.) 1 HOUR RATED SEPARATION WALLS AT UNIT DEMISING (TYP.) 1 HOUR RATED CORRIDOR WALLS (TYP.) 1HR WALL CONSTRUCTION - SEE WALL TYPES 2HR WALL CONSTRUCTION - SEE WALL TYPES FIRE DEPARTMENT STANDPIPE LOCATION FIRE DEPARTMENT VALVE CONNECTION EGRESS FIRE DEPARTMENT ACCESS TO BUILDING FIRE EXTINGUISHER CABINETFC Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-005 FOURTH AND FIFTH FLOORS FIRE & LIFE SAFETY PLANS MECHCLOSET MECH COATSBEDROOM BATH LIVING CLOSETBATHROOM BEDROOM 683 SF 6'-4" x 10'-1" 14'-0" x 10'-1" 8'-5" x 12'-0" 6'-6" x 10'-0" 16'-6" x 10'-5"W/DW/DBATHROOM LIVING BEDROOM CLOSET8'-5" x 8'-0" 10'-7" x 17'-2" 10'-3" x 12'-10" W/DMECH COATSBATHROOMCLOSET BEDROOM 7'-11" x 9'-7" 12'-3" x 10'-7"W/DCOATS MECH 221 - UNIT 401 221 - UNIT 402 221 - UNIT 403 221 - UNIT 404 664 SF 684 SF 686 SF LIVING 13'-10" x 13'-3" LIVING 12'-9" x 12'-2" KITCHEN KITCHEN 12'-8" x 10'-0" 7'-10" x 14'-6" KITCHEN 13'-0" x 10'-6" KITCHEN 11'-11" x 13'-0" COATS CLOSET 221 HALLWAY PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) UPDN DN EXIT SHAFT TO REMAIN EXISTING STAIR 1 STAIR 2 ELEVATOR UP DN AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 STORAGE (TYP.) PROPOSED VERIZON EQUIPMENT ROOM ABOVE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) DN DN PROPOSED VERIZON EQUIPMENT ROOM 175 SF STAIR 2 EXISTING STAIR 1 221 HALLWAY ELEVATOR KITCHEN LIVINGCLOSET MECH COATSBEDROOM BATH KITCHEN LIVING CLOSETBATHROOM BEDROOM LINEN 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 12'-8" x 10'-0" 6'-4" x 10'-1" 14'-0" x 10'-2" 13'-10" x 13'-3" 8'-10" x 11'-5" 6'-6" x 10'-0" 17'-0" x 10'-7" 7'-10" x 14'-6"W/DW/DCLOSET221 - UNIT 504 687 SF W/DMECH COATSCLOSET221 - UNIT 503 685 SF W/DCOATS MECH MECH COATS DN DN DN DN EXIT SHAFT TO REMAIN STORAGE STORAGE DRY SPRINKLER FIRE RATING DIAGRAM KEY FIRE RATING DIAGRAM NOTES 1. REFER TO DRAWING A-001 FOR CODE ANALYSIS & SUMMARY. 2. REFER TO DRAWING A-001 FOR STAIR EGRESS CAPACITY & OCCUPANT LOAD. 3. REFER TO PARTITION AND ASSEMBLY TYPE SHEETS A-501 & A-502 FOR ADDITIONAL INFORMATION. 4. REFER TO OVERALL FLOOR PLANS FOR EXTERIOR WALL & PARTITION TYPES. 5. THE ROOF IS REQUIRED TO BE 1HR RATED. 6. FIRE EXTINGUISHERS LOCATED FOR 30' (10-B EXTINGUISHER OR HIGHER) OR 50' (20-B EXTINGUISHER OR HIGHER) 7. FIRE EXTINGUISHERS TO BE PROVIDED UNDER THE KITCHEN SINK IN EACH RESIDENTIAL UNIT. 8. SEE FIREPROTECTION PLANS FOR SPRINKLER, STANDPIPE AND FIRE ALARM DEVICE LOCATIONS. FIFTH FLOOR FIRE & LIFE SAFETY PLAN Scale: 1/8" = 1'-0"7FOURTH FLOOR FIRE & LIFE SAFETY PLAN Scale: 1/8" = 1'-0"6 EXISTING 2 HOUR RATED STAIR WALLS, (TYP.) NEW 2 HOUR RATED STAIR WALLS (TYP.) EXISTING 2 HOUR RATED SHAFT WALLS (TYP.) 1 HOUR RATED SEPARATION WALLS AT UNIT DEMISING (TYP.) NEW 2 HOUR RATED ELEVATOR SHAFT (TYP.) 1 HOUR RATED CORRIDOR WALLS (TYP.) NEW 2 HOUR ENCLOSURE AT "VERIZON" ROOM (TYP.) NOTE: CONTRACTOR TO PROVIDE CONTINUOUS 2-HOUR RATED SHAFT (INCLUDING HORIZONTAL RUNS)AT OFFSET CHASES (TYP.) NOTE: CONTRACTOR TO PROVIDE CONTINUOUS 2-HOUR RATED SHAFT (INCLUDING HORIZONTAL RUNS)AT OFFSET CHASES (TYP.) NEW 2-HOUR RATED ENCLOSURE AT DRY SPRINKLER CLOSETS EXISTING 2 HOUR RATED STAIR WALLS, (TYP.) NEW 2 HOUR RATED STAIR WALLS (TYP.) EXISTING 2 HOUR RATED SHAFT WALLS (TYP.) 1 HOUR RATED SEPARATION WALLS AT UNIT DEMISING (TYP.) NEW 2 HOUR RATED ELEVATOR SHAFT (TYP.) 1 HOUR RATED CORRIDOR WALLS (TYP.) NOTE: CONTRACTOR TO PROVIDE CONTINUOUS 2-HOUR RATED SHAFT (INCLUDING HORIZONTAL RUNS)AT OFFSET CHASES (TYP.) NOTE: CONTRACTOR TO PROVIDE CONTINUOUS 2-HOUR RATED SHAFT (INCLUDING HORIZONTAL RUNS)AT OFFSET CHASES (TYP.) 1HR WALL CONSTRUCTION - SEE WALL TYPES 2HR WALL CONSTRUCTION - SEE WALL TYPES FIRE DEPARTMENT STANDPIPE LOCATION FIRE DEPARTMENT VALVE CONNECTION EGRESS FIRE DEPARTMENT ACCESS TO BUILDING FIRE EXTINGUISHER CABINET FC FC FC FC FC 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.41.35 2.25 UP UP DN DN CRAWL SPACE UP NEW ELEVATOR PIT CRAWL SPACE EXIST LOWER BASEMENT NEW ELECTRICAL ROOM SUMP PIT NEW MACHINE RM SUMP PITSTAIR #48 RISERS @ 6.375" = 51"217-221 BASEMENT CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 EXISTINGTENANT SPACEEXTENT OF WORKNEW 2-HR RATED ASSEMBLY ABOVE, SEE A-700 FOR DETAILS 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 1 A-701 1 A-703 1 A-702 40 41 42 43 44 45 45 11 11 43 3 3 NEW MASONRY INFILL TO MATCH EXISTING ASSEMBLY3NEW FOOTINGS , SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW COLUMN,SEE STRUCTURAL DRAWINGS FOR DETAILS CONTRACTOR TO PROVIDE NEW GALVANIZED STEEL STAIRS: 1 1/2" Ø GUARDRAIL @ 42" ABOVE NOSING 1 1/2" Ø HANDRAILS @ 34" ABOVE NOSING SERATED SLIP RESISTANT TREADS (11" MIN) CONTRACTOR TO PROVIDE SHOP DRAWINGS NEW MASONRY INFILL AT EXISTING BASEMENT WINDOWS. CONTRACTOR TO MATCH ASSEMBLY AND EXTERIOR EXACTLY 2'-10 1/2"2'-7"V.I.F.9'-0"2'-0 1/2"5'-1"V.I.F.4'-9 1/2"1 1/2"3'-4" R.O. 1'-2 1/4" 4'-9 1/2" V.I.F.1'-6"3'-1 1/2"3'-8"NEW OPENING11 1/4"3'-4" R.O. 2'-6 3/4" 6'-10" V.I.F.4"3'-4"R.O.4"34'-0" V.I.F.NEW OPENING4'-0"NEW OPENING5'-0" V.I.F. NEW OPENING 8" 4'-3 3/4"1'-0"6'-6 1/2"2'-10 1/2"4'-0"NEW OPENING1'-0 1/2"14'-3 1/4" (V.I.F.)10'-0 3/4"9'-11"10'-7"6'-5"INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION EX 2'-5 1/2"V.I.F.2'-2"V.I.F.NOTE: CONTRACTOR TO VERIFY ALL SHAFT DIMENSIONS WITH ELEVATOR VENDOR PRIOR TO CONSTRUCTION (TYP.) NEW 1 1/2" Ø GUARDRAIL @ 42" AFF 18 41818 18NOTE: NEW PARTITION TO ALIGN WITH FACE OF EXISTING FOUNDATION WALL (TYP)184'-0 1/4"(V.I.F.)6'-5"(V.I.F.)8'-1" (V.I.F.) 3'-0" (MIN CLEAR) 10 1/4"3'-4" R.O. 7 1/4" 9'-11 1/2" CLEAR (V.I.F.) NOTE: NEW PARTITION TO ALIGN WITH FACE OF EXISTING FOUNDATION WALL (TYP) 18 10'-3 3/4" CLEAR (V.I.F.)9 1/4"3'-4"R.O.10'-10 1/2"4'-3 1/4"3'-4" R.O. 1'-6 3/4"3 3/4"10'-1"3'-0" (MIN CLEAR)7'-9"(V.I.F.)INDICATES EXTENTS OF NEW FOOTING / PARTIAL INFILL AT EXISTING BASEMENT 'PIT' FFL: (±) -8'-8" FFL: (±) -8'-8" FFL: (±) -13'-9" FFL: (±) -12'-11" FFL: (±) -12'-11" FFL: (±) -12'-11"FFL: (±) -8'-8"(OPTIONAL)(OPTIONAL)4" CONCRETE HOUSEKEEPING CURB AT SWITCHGEAR LOCATION NOTE: NEW SLAB TO PITCH TO SUMP PUMP NEW LOAD BEARING LIGHT GAUGE FRAMED KNEE WALL, REFER TO STRUCTURAL DRAWINGS FOR DETAILS (TYP) NOTE: ELECTRICAL CONTRACTOR TO VERIFY ALL CLEARANCES AT ELECTRICAL ROOM PRIOR TO COMMENCING WORK NEW FOOTING ATOP EXISTING SLAB AS REQUIRED, REFER TO STRUCTURAL DRAWINGS FOR DETAILS (TYP)3'-0"NEW OPENINGNEW MASONRY WALL AND FOOTING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS (TYP) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-111 FIRST FLOOR CONSTRUCTION PLAN NEW MAILBOX MILLWORK, SEE A-200 FOR DETAILS MAILBOXES TRASH/ RECYCLE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 HIGGINSON SQUAREESSEX STREET DERBY SQUAREFOLLETT WAY CONC. PADALLEYWAY UP DN DN SHARED CORRIDOR LANDLORD EQUIPMENT CLOSET UP RESIDENCE LOBBY BENCH BENCH BENCH ELEVATOR NEW STAIR 2 TRASH AREA UP UP DN F.D. DN STAIR 3 AMAZON HUBUP STORAGE EXISTING STAIR 217-221 FIRST FLOOR CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 T1 T1 T3 T3 DD DD T5 I I I I I G H1 H1 N N O O EE EE EE EE EE EE HH HH NOT IN SCOPE EXISTING RETAIL TENANT FINISHES TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.) NOT IN SCOPE EXISTING RETAIL TENANT FINISHES TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.) 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 1 A-701 A-703 1 1 A-702 1 A-700 A-200 1EXTENT OF WORKEXTENTOF WORKEXTENTOF WORKEXTENT OF WORK 20 21 22 23 24 25 26 27 28 29 30 31 1 A-203 23 3 22 2233 88816 16 16 444 666 16166 616 16EXISTING MASONRY WALLS TO REMAIN (TYP.) NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW FLOOR FRAMING AND ASSEMBLY AT TRASH AREA. SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) 16 16 1'-4"4'-0"V.I.F.2'-0 1/2"4'-0"V.I.F.2'-1 1/2"13'-6 1/4"1'-0 1/2"3'-0" V.I.F. 1'-10"2'-9" V.I.F. 3'-2"3'-2 1/4" V.I.F. 2'-11 3/4" NEW INFILL WALL TO MATCH EXISTING ASSEMBLY NEW INFILL WALL TO MATCH EXISTING ASSEMBLY5'-3 1/2"3'-0"V.I.F.2'-1 1/4"3'-4"R.O.3 3/4"8 1'-0 1/2"3'-6 3/4" V.I.F. 7'-5 1/4"3'-11" V.I.F. 3'-0 1/2"3'-11" V.I.F. 3'-7 3/4"4'-0" V.I.F. 1'-4"4'-4" V.I.F. 1'-4 1/2"3'-7 3/4" V.I.F. 3'-3 1/4"1617'-10 1/2" 44'-6 1/2" 8'-1 1/4"9'-10"8'-2 1/2" 26'-1 3/4"1'-6"4'-8 1/2"8"5'-5 1/2"6" 1'-5 1/2"3'-4" R.O. 4'-11 1/2"6'-4 1/4" 16'-1 1/4"2'-7"2'-3 1/2"4'-7"10'-8 1/2"4'-0"10'-7 1/2" 9'-1" V.I.F. 2 3/4"6'-7 1/4"NEW INFILL WALL TO MATCH EXISTING ASSEMBLY 5'-0 1/2"3'-6"V.I.F.1'-2 3/4"6 3/4"1'-10 3/4"10'-2"5'-3"4'-0"4'-9" NEW FRAMED HALFWALL WITH COUNTER, SEE A-200 CONTRACTOR TO SLOPE FLOOR AT 1:50 TO MEET EXISTING DOOR THRESHOLD, SEE A-502 FOR FLOOR ASSEMBLY DETAIL. SEE A-201 FOR FINISHES. INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED SHAFTS 1-2 STORIES SHALL BE 1-HOUR RATED. ANY SHAFTS 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION (SIM.) CONTRACTOR TO FULLY SEAL OFF NEW CAVITY BETWEEN MASONRY ASSEMBLIES AND PROVIDE CONTINOUS FINISH AS FOR INTERIOR ELEVATIONS. CONTRACTOR TO PROVIDE 2-HR ENCLOSURE AT CHASE / VOID.15'-8"(SIM.)(SIM.)(SIM.)8(SIM.) (SIM.)4(SIM.) 6 10'-0 1/2"1'-10"NOTE: CONTRACTOR TO VERIFY ADA COMPLIANT THRESHOLDS AT EGRESS. (TYP.) EXISTING MAILBOXES TO BE REMOVED. CONTRACTOR TO CERIFY AD COORDINATE. EXISTING FIRE ALARM PANEL LOCATION. SEE FIRE PROTECTION DRAWINGS FOR DETAILS. (TYP.) EXISTING DOOR/FRAME TO BE REPLACED W/ NEW 90-MINUTE DOOR. (TYP.) NOTE: AREA OPEN TO BELOW FOR INCREASED HEAD HEIGHT IN BASEMENT CONTRACTOR TO 'BOX-IN' SANITARY AND STORM DRAIN LINES ROM ABOVE AND FINISH TO MATCH EXISTING ASSEMBLY (TYP.) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-112 SECOND FLOOR CONSTRUCTION PLAN 3A 3A3A 3A3AWD-2 CFT-1 CFT-1 CFT-1 CFT-1 CFT-1 CFT-1 AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) 217 - UNIT 206 866 SF 217 - UNIT 205 831 SF 217 - UNIT 204 1,012 SF W/DCOATS MECH MECH W/DCOATSMECH CLOSETCLOSET CLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP 221 - UNIT 201 CLOSETCLOSET COATS 895 SF 841 SF W/D MECH MECH COATSCLOSETW/D221 - UNIT 202 949 SF CLOSET221 - UNIT 203 COATS MECH CLOSET WDLINENCLOSET BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN LIVING LIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 BEDROOM 2 MASTER BEDROOM LIVINGKITCHEN KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM BATHROOM 2 MASTER BEDROOM BEDROOM 2 LIVING MASTER BATHROOM KITCHEN BATHROOM 2 MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM BATHROOM 2 LIVING BATHROOM EXIT SHAFT TO REMAIN STORAGE (TYP.) NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" SECOND FLOOR CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 1 5 6 11 7 12 2 34 11 7 12 5 4 1 23 5 6 8 12 11 11 5 8 12 1A 3A 2A 11A 7A 7A 5A 4A 11A 1 2 4 3 11 11 5 5 7 5 9 11 5 11 8 8 3 4 2 1 5 10 3 4 10 10 2 5 1 11 11 17 17 17 CC CC CC A A A A A A A A H2 H2 H2 H2 H2 H2 H2 H2 M M M M M M CC CC CC CC CC CC CC CC CC 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 1 A-701 A-703 1 1 A-700 1 A-702 14A 88 88 8888888888888 8 8 8 8 8 8 8 8 8 8 8 83A3A 3A 3A3A3A 15 3A3A 3A3A8899 99915173A 3A 3A 3A3A 3A 3A3A 3A3A3A 3A 3A3A 3A 3A3A 92 222131413 14 1454 5 8889 999 5 55 55 94 444 3A3A3A 3A 3A3A3A3A3A3A3A 3A 3A17 3A3A 3A3A 3A 3A 3A3A 3A3A 3A 3A3A3A 3A3A 17 3A3A 3A 3A 3A 3A173A3A 3A17 3A 3A3A3A 3A3A 3A 3A3A 7810 10 10 10 10 10 10 1010 10 10 101010 10 10 8 8 8 8 888888888 8 8 8 8SIM.8SIM.8SIM . * CONTRACTOR TO PROVIDE 2-HOUR RATED ENCLOSURE AT EXISTING BUILDING. 8SIM. WD-1 WD-1 WD-1 WD-1 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 CFT-1 CFT-1 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) 8 1/2"3'-7" V.I.F. 2'-8 1/4"3'-7" V.I.F. 6"1'-7 3/4"3'-7" V.I.F. 2'-4 3/4"3'-11 1/2" V.I.F. 2'-11 1/2"3'-7" V.I.F. 2'-11"2'-11 1/2" 6 3/4"8'-1 1/2"2'-4 1/2"10"5 1/4"12'-7 1/4"1'-6 1/2"6 1/2"2'-3 1/4"2'-0 3/4"9'-5"3'-2"6"9'-2"4'-1"7"1'-1"8 1/4"2'-4 3/4"1'-1 1/2"11 1/4"8'-9"10'-6 3/4"3'-0 1/2"2'-6 1/2"3'-2"R.O.2 1/4"4'-1 1/2" R.O.4'-1 1/2"R.O.4 3/4"2 1/4"4'-2" R.O. 7"3'-2 3/4"3'-0" R.O.2'-1 1/4"3'-8 3/4"15'-7" 3'-7" V.I.F. 2'-3 1/4"3'-9 3/4" V.I.F.2'-1 1/4"3'-2"R.O.7'-4"2'-7"4 1/4"3'-2 3/4"4"5'-8 1/4"3'-0" CLEAR3'-2"R.O.6 1/4"1' - 5 " 3'-4 3/4"1'-0"8'-0"7'-1 3/4"5'-6"8"2'-0"4'-6 1/2" 4'-0"3'-4"4'-0"15'-2"9'-6 3/4"3'-4"R.O.3 3/4"12'-1 3/4"12'-2 1/2" V.I.F.3'-10"13'-3 1/2"18'-8 1/4"3'-4"R.O.15'-1 1/4"1'-0 1/2"5'-6 1/2"3'-6"V.I.F.6 1/4"3'-4" R .O . 1'-10 1/2"7 1/2"5'-4"CLEAR1'-2"5'-6 1/4" 2'-6 1/4"1'-8 3/4"5'-0 3/4"R.O.2 3/4"5'-5 3/4"1'-0"8'-2 3/4"5'-0" CLEAR 1'-11"3'-0" CLEAR 2'-4 3/4"1'-4 1/2"2'-10"R.O.1'-3 1/4"5'-2"R.O.5 1/2"12'-4" 2'-0"6'-1"3'-0"CLEAR5'-0 1/2"3'-1"4'-8 3/4"3'-0 1/4"4'-0 1/4" 5'-6"2'-0 1/4"1'-0"1'-3"2'-10" R .O . 1'-5 1/4"16'-4"17'-10 1/2"11'-1 1/2"11 1/4"2'-10" R .O .13'-4" 4"3'-8"6"13'-9" 3'-9 3/4"1'-9 3/4"1'-9 3/4"3'-9 3/4"2'-8" R .O . 1'-2"6 3/4"3'-5" V.I.F.4 3/4"3'-5" V.I.F.3'-5" V.I.F.1 1/4"3'-5" V.I.F.5'-7"3'-5" V.I.F.1"10"4'-1"2 3/4"3'-5" V.I.F.10 1/2"3'-3"3'-5" V.I.F.5 1/2"1'-9 3/4"3'-8 1/4"2'-3 1/4"4'-9" V.I.F.12'-7"30'-3 1/4"10'-6 1/2"10'-4 1/4"3'-0 3/4"10'-3 1/4"11'-4 1/2"12'-7"12'-11 1/4"5'-6"4'-4"14'-5 3/4"8'-6 1/2"9'-5 1/4"7'-1 1/2"12'-6 1/4"4'-9" V .I .F . 1'-6 1/2" 4'-8" V .I .F . 1'-6 3/4" 4'-8" V .I .F . 1'-6 1/2" 4'-8" V .I .F . 1'-6 3/4" 4'-8" V .I .F . 1'-7" 4'-8" V .I .F . 1'-6 3/4" 4'-8" V .I .F . 6 1/4" 11 3/4"4 3/4"1 1/4" 1'-0 1/2" 1 3/4" 11'-11 1/4" 17'-5 1/4" 12'-5 1/4"13'-1 1/2"3'-6 1/4" 2'-10" R .O . 3'-8 3/4" 2'-0 1/4"4"7'-5 3/4"7 1/4"6'-1 1/2"1'-1 3/4"1'-0"2'-11 3/4"R.O.5"2'-9 1/4"8'-10 3/4"3'-0" MINCLEAR2'-10"3'-1 1/2"3'-6"2'-11 1/2"3'-4 1/4"10'-9 3/4"8'-10 3/4"7'-11 1/2"2'-11 3/4"R.O.2 1/2"8'-0 1/2"1'-6"5'-0"CLEAR7'-0 3/4" 4 1/2"2'-10" R .O . 6 1/4" 11'-0 1/2"20'-0 1/2"6 3/4"3'-2" R .O . 6 3/4"2 1/2"2'-8" R .O . 7 3/4"1 1/2"4'-9 1/2"3 1/4"3'-4" R .O . 2'-1 3/4"4'-5"5'-9"6"2'-10"R.O.1'-11"2'-10" R .O . 1'-4 3/4" 1'-8 1/4"5'-0" CLEAR 3'-0"CLEAR7'-0"10'-0 3/4" 4"3'-9 1/4"3'-0" CLEAR11'-0 3/4"2'-2 1/4" 5'-0 1/2" 6'-8 1/4"2'-0"1'-8 1/4"3'-8 1/4" 6 3/4" 6 3/4" 9'-6 3/4" 2'-10" R .O. 5 3/4"11 3/4"2'-10" R .O. 3'-10"6 1/4"3 1/2"2'-10"R.O.4"7 1/2"5'-1 3/4"R.O.3"12'-10 1/2"3'-5 1/2"2'-0"5'-7 1/2"10'-2 1/4" 1'-6 1/4"5'-0" CLEAR 7'-0"3'-0"CLEAR9'-3 1/2"6'-3 1/4"4'-0 1/2" V .I .F .8"3'-2"R.O.3 1/2"4'-1 1/2" V.I.F.5'-2 1/2"3'-8 1/2"3'-8"5'-9 1/2"5'-1 3/4"V.I.F.CL 4'-10"V.I.F.5'-7 1/4" V.I.F. CL CL 5'-10 3/4" V.I.F.18'-10" V.I.F. 8" CL 4" 4 3/4"5'-2 1/4"V.I.F.2'-9"V.I.F.25'-1 1/2"(UNIT 203)1'-0"31'-4 1/2"(UNIT 202)1'-0"20'-0 1/2"(UNIT 201)45'-0 1/4" (UNIT 203) 11'-1"33'-6 3/4" 4"4"4"15'-0 3/4"6'-3 1/4"CLEAR (V.I.F.)6'-8 1/2"4 1/2"3'-4"R.O.9'-10 1/4"3'-4"R.O.17'-3 3/4"4'-0"MIN CLEAR13'-3"4'-6 1/4"3'-4" R .O . 5"3'-4"R.O.8"4 3/4"3'-7" 4"4" 34'-3" (UNIT 206) 2'-5"7'-10" V.I.F. 3'-2"7'-10" V.I.F. 3'-2 1/2"7'-10" V.I.F. 1'-11 1/2"3'-7" V.I.F. 4'-7 3/4"10'-5 3/4"5'-3 3/4"10 1/2"5 1/4"12'-11"4'-9 3/4" 9" 9" 4 3/4"3'-4 3/4"8'-2 1/4"4"10'-1 1/2"22'-3 1/2" 23'-0 1/4"11'-7"3'-0"3'-0"MIN CLEAR2 3/4"2'-0"CLEAR4'-5" 7 3/4"2'-10" R.O. 1'-3 3/4" 2"3'-2" R.O. 1'-0 1/4"2'-10" R.O. 7 1/4"1'-8 3/4"2'-10"R.O.5 1/2"1'-7"9 1/4"4 1/2"8 3/4"2'-8" R.O. 4'-9 1/2" 4 1/2"6 1/4"5'-5 3/4"2'-8" R.O. 5 1/2"1'-1 1/2"3'-8 1/2"1'-9 1/2"6'-0"5"2'-10"R.O.5'-9"1'-0"5'-0" CLEAR3'-0"CLEAR6'-0"4'-7 3/4"2'-10" R .O . 10 1/4"3 1/4"4 3/4"2'-8" R.O. 6 3/4" 3'-10 1/4"3'-3 3/4"5'-0"CLEAR9'-3 3/4" 3'-6 1/4"3'-3 3/4"9 1/2"1'-3 1/4"2'-8"R.O.1'-6 1/4"2'-0"5'-0 3/4"5 3/4"11'-11 1/4"4"12'-0 3/4"7"3'-4 1/2"3'-0"5'-7" 5 1/4"3"3'-2"R.O.3'-11 3/4"7 1/2"16'-7 3/4"6'-0 3/4"10'-3"2'-6 1/2"8 1/4"CL 9'-0 1/4" 4"1'-10"4 1/2" 4'-7 3/4"2'-10" R.O. 11 3/4" 6"3'-0" R.O. 2'-8 1/4"7 3/4"3'-0" R.O. 6 3/4"3'-8 3/4"3'-4 1/2"1'-0"9'-0"1'-7 1/4"3'-9 3/4"10"5'-1 1/2" R.O. 7"2'-0"6'-1 3/4" 10'-4"8"10'-6 1/2"6'-1 3/4"2'-0"7"5'-1 1/2" R.O. 4'-2 1/2"6"2'-10 3/4"5'-11 3/4"2'-10"R.O.7"11 3/4"5'-0" CLEAR 3'-0"3'-3"3'-1 3/4"5'-11 3/4"9'-4 3/4"1'-1" CL 2'-3 1/2" 6'-10" CL 1'-2 1/4"10 3/4"CL1'-9 1/2"1'-2 1/2"2'-11 1/4"1'-0 1/4"2'-10 1/2" 8'-8"5'-0"CLEAR4'-9"5'-1 3/4"2'-5 1/4"8'-3"15'-1 1/4"5'-3 1/4"11"2'-11 3/4"R.O.1'-1 1/2"3'-2"R.O.1'-1 1/2"3'-2"R.O.11"3'-6 1/4"4'-0 1/4"9'-8 1/2"11'-8"4'-6" 7'-10" V .I .F . 4'-2 1/2" 7'-10" V .I .F . 4'-2 1/2" 7'-10" V .I .F . 3'-11 3/4"4" 42'-7 1/4" (UNIT 201) 40'-4 3/4" (UNIT 204) 27'-9 3/4" 12'-2 1/4"8'-3 1/4"7'-10" V.I.F.5'-4 1/4"7'-10" V.I.F.1'-0"29'-3 1/2"(UNIT 204)4'-4 1/2"7'-10" V.I.F.5'-4 1/4"7'-10" V.I.F.2'-7 1/2"1'-0"28'-0 1/4"(UNIT 205)29'-10 1/2"(UNIT 206)1'-8 3/4"7'-10" V.I.F.5'-4 1/2"7'-10" V.I.F.7'-1 1/4"13'-5 1/2"12'-3 1/2"6'-11 1/4" V.I.F. 7'-8"3'-0"6 3/4"2'-8" R.O. 6 3/4"10'-7 1/4" 3'-8 1/4" 3'-8 1/4" CLEAR 4'-8 3/4" 5'-0" CLEAR 10" 2'-8" 2'-3 1/4"4'-6 3/4"2 1/4"4'-2"R.O.1'-0 1/2"2'-10"R.O.5 1/2"1'-11 1/4"5 1/2"2'-10" R.O. 7 3/4"8'-1"10'-3 1/2"12'-0 1/4"5 1/2"8'-6"3'-0"CLEAR5'-8 1/4"5'-10"8'-8 1/4"5 1/2"5'-0"CLEAR3'-0" CLEAR 6'-1 1/2" 9'-1 1/2"2'-2 3/4"2 3/4"6 1/2"2'-10"R.O.11 1/2"3'-0"CLEAR3"8'-6 3/4"12'-0 3/4"16'-3"1'-11 1/2"7'-8 1/4" 9 1/4"6'-2" R.O. 9"2'-6 1/4"2'-10"R.O.2'-3"4'-4"7'-8 1/2"9'-2"3"9'-6 1/4"12'-5"10'-9 3/4"2'-8 1/4"1'-3"1'-5 1/4"4'-2 1/2"3'-7"4'-0"3'-7"4'-3 3/4"4'-1"3'-8 1/2" 3'-4 1/2" 3'-8 3/4" 3'-9"3"3'-9 1/4"4"27'-6 1/2"11'-7 1/2"15'-3 1/4"5'-8 1/2"1'-3" 9'-9"21'-0"V.I.F.11 1/4"3 1/4"3'-8"5'-0"1'-4 1/2"3 1/4"2'-8 1/2"6" 2'-0 1/4"3'-6"V.I.F.1'-1 1/4"1'-8"1'-3 3/4"1'-9 1/2"3'-4"R.O.4"3'-9 3/4"2'-5 1/4"8'-4 1/2" 7'-8 3/4"19'-0 1/4"4"15'-4 1/4"1'-6 3/4"4'-1 1/4"1'-5 1/4"2'-10" R .O . 1'-4"2'-0"CLEAR2'-8"1'-0 3/4"7'-6"9'-8" 4 3/4" 9'-1" 5'-9 1/4"4'-5"1' - 1 "4"4 1/4"1'-0 1/4"2'-11 1/2"R.O.8'-2"1'-2"3'-0 1/2" MIN CLEAR 6 3/4" 8'-10" 2'-10" R .O . 6'-11 1/4"2'-0"CLEAR2'-0"CLEARNEW COLUMN, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) EXISTING COLUMN TO REMAIN, SEE STRUCTURAL DRAWINGS STORAGE DOOR ABOVE CLOSET, SEE ELEVATIONS STORAGE DOOR ABOVE CLOSET, SEE ELEVATIONS STORAGE DOOR ABOVE CLOSET, SEE ELEVATIONS EXISTING COLUMNS TO REMAIN, SEE STRUCTURAL DRAWINGS (TYP) NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW COLUMN, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW COLUMNS TO ALIGN WITH EX. FIRST FLOOR COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) CLERESTORY WINDOWS ABOVE, SEE ELEVATIONS8NEW COLUMN, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) EXISTING COLUMN TO REMAIN, SEE STRUCTURAL DRAWINGS (TYP) EXISTING COLUMN TO REMAIN, SEE STRUCTURAL DRAWINGS (TYP) 19A 6 3A3A 3A3A3A3ANEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) EXISTING COLUMNS TO REMAIN, SEE STRUCTURAL DRAWINGS (TYP) 3A 3A 3A3A3A 3ANEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION 53A3A3A3A3A3ACONTRACTOR TO VERIFY AND COORDINATE RELOCATION OF ANY "VERIZON ROOM" INFRASTRUCTURE. ANY ABANDONED/UNUSED INFRASTRUCTURE WITHIN SHAFT TO BE REMOVED. (TYP.) EXISTING ELEVATED BEAM TO REMAIN. CONTRACTOR TO VERIFY LOCATION PRIOR TO COMMENCING WORK. INTENT IS FOR BEAM TO BE FULLY EMBEDDED IN NEW PARTITION AND NEW PLATFORM AT WASHER/DRYER CLOSET.3A3A1818CONTRACTOR TO PROVIDE GWB ANCLOSURE AT SD LINE (TYP.) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-113 THIRD FLOOR CONSTRUCTION PLAN NEW FLOOR PLATFORM CONSTRUCTION, SEE A-202 UP DN STAIR 2 6" STEP +6" +6" ±0" +6"FLOORSLOPED 1:20217 HALLWAY 221 HALLWAY AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) DN EXISTING STAIR 1 ELEVATOR UP DN UP STORAGE CLOSET W/D MECH MECH COATS CLOSETCLOSETW/DCOATS CLOSET CLOSET 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF W/DMECH CLOSETCOATS LIVINGKITCHEN BATHROOM 1 BEDROOM 1 LIVING KITCHEN BATHROOM 1 BEDROOM 1 LIVINGBEDROOM 1 KITCHEN BATHROOM 1 BEDROOM 2 KITCHENLIVING MASTER BEDROOM BATHROOM 2 MASTER BATHROOM MASTER BATHROOM LIVING ROOM MASTER BEDROOM BEDROOM 2 BATHROOM 2 KITCHEN BATHROOM 2 BEDROOM 2 LIVING MASTER BEDROOM MASTER BATHROOM KITCHEN EXIT SHAFT TO REMAIN STORAGE (TYP.) OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVECLOSETMECHCOATSCLOSET LINEN COATS MECH CLOSET W/D W/D 217 - UNIT 306 882 SF 217 - UNIT 305 884 SF 217 - UNIT 304 988 SF UP OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE MECH COATSUP W/D NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" 217-221 THIRD FLOOR COSTRUCTION PLAN Scale: 1/4" = 1'-0"1 1 5 6 11 7 2 34 11 7 5 4 1 23 5 6 8 11 11 5 9 17 1 3 2 4 11 5 7 7 5 11 B B B B B B B B F F F F F F F F L L L L L 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 1 A-701 A-703 1 1 A-700 14A 88 88 88888888888888 8 8 8 8 8 8 8 8 8 8 83A3A3A3A3A3A3A3A3A3A 15 3A3A 3A3A3A3A3A 3A 779 999153A 17173A3A 3A 3A3A 3A 3A3A3A 3A3A 3A3A 9 22 22 710 10 10 10 10 10 3A 3A3A 3A 3A93A 3A3A3A 23A 3A 3A 3A17 3A3A3A 3A3A 13145 14 1455 4 5 8SIM.8SIM.8SIM.3AWD-1 WD-1 WD-1 WD-1 WD-2 WD-2 WD-2 WD-2 CFT-1 CFT-1 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 CFT-1 CFT-1 WD-2 WD-2 WD-2 CFT-1 WD-2 WD-2 WD-2 WD-2 CFT-1 CFT-1 WD-2 WD-2 WD-2 WD-2WD-2 WD-2 CFT-1 WD-2 NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) 9 1/4"3'-6" V.I.F. 2'-9"3'-6" V.I.F. 2'-9 1/2"3'-6" V.I.F. 2'-6 3/4"3'-8 1/2" V.I.F. 3'-1 1/2"3'-6" V.I.F. 3'-0"3'-0 1/2"5"2'-5 1/2"3'-9 1/2"1'-5 1/4"2'-6 1/2"2'-0 3/4"3'-6" V.I.F. 2'-4 1/4"3'-5" V.I.F.2'-1 1/4"3'-4"R.O.8'-2"12'-2 1/4" V.I.F.4'-1 3/4"12'-10 1/4"18'-4"3'-4"R.O.5'-1 1/4"5"5'-2"1'-0"8'-0 1/2"5'-0 1/4" CLEAR 2'-3"3'-0 1/4" 2'-4 3/4"5 3/4"2'-10"R.O.7"4'-2"R.O.2'-0" CLEAR6'-11 3/4"3'-2"CLEAR4'-10 1/4"4'-8 1/4"2'-10 3/4"3'-10 3/4" 6'-7 3/4"2'-0 1/4"10 1/4"1'-9 3/4"2'-10" R .O . 2'-0 1/4"16'-4 3/4"9'-0 3/4"2'-10" R .O .13'-2 1/2"3'-8"6"12'-8 1/4"2'-3 1/4"5 1/2" 2'-8" R .O . 1'-0 3/4"6 3/4"3'-5" V.I.F.10 1/2"3'-5" V.I.F.3'-5" V.I.F.1"3'-5" V.I.F.5'-6 3/4"3'-5" V.I.F.10 1/4"4'-1"2"3'-5" V.I.F.11 3/4"3'-2"3'-5" V.I.F.6 1/2"1'-9 1/4"3'-8 1/4"2'-3 3/4"4'-10" V.I.F.12'-7"30'-2 1/2"10'-5 1/4"9'-0"9'-6"7'-1 1/2"12'-7 1/4"4'-10" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 1'-5" 4'-9" V .I .F . 1'-5 1/2" 4'-9" V .I .F . 1'-6 1/4" 4'-9" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 5 1/2" 11 1/4"4 3/4" 1'-0"4 3/4"1" 12'-0" 17'-4 3/4" 12'-5 1/4"10'-8 1/4"2'-4"2'-10" R .O . 3'-8"2'-0" CLEAR 4 1/4"7'-0"7 1/4"6'-2"1'-0 3/4"1'-1"2'-10"R.O.5 1/2"2'-9"8'-5 3/4"3'-6" MINCLEAR2'-10"3'-1 1/2"3'-6"2'-11 1/2"3'-4 1/4"10'-9 3/4"8'-10 3/4"7'-11 1/2"2'-10"R.O.4 3/4"8'-0 1/2"1'-6"5'-0"CLEAR7'-0 3/4" 4 3/4"2'-10" R .O . 6" 11'-0 1/2"20'-1"6 3/4"3'-2" R .O . 6 3/4"2 1/2"2'-8" R .O . 7 3/4"1 1/2"4'-0"3 1/4"3'-4" R .O . 2'-1 3/4"4'-4 1/2"5'-9"2'-0"CLEAR6 3/4"2'-10"R.O.1'-10"2'-10" R .O . 1'-5 1/2" 1'-5 3/4"5'-0" CLEAR 3'-0"CLEAR4'-6"8'-10 1/4" 3 3/4" 2'-8"3'-4"3'-0" CLEAR10'-8 1/2"1'-7" 6'-2"8 1/4" 6'-8 1/4"2'-0"CLEAR1'-9"3'-0 1/2" 3'-8 1/4" 6 3/4" 6 3/4" 9'-7" 2'-10" R .O. 5 3/4"11 3/4"2'-10" R .O. 3'-10"1'-1 1/2"4 1/4"2'-10"R.O.4"6 1/4"5'-2"R.O.4"12'-10 1/2"3'-6 1/4"2'-0" CLEAR5'-7 1/2"10'-2 1/4" 1'-6 1/4"5'-0" CLEAR 6'-0"CLEAR3'-10"CLEAR9'-3 1/2"6'-1"4'-0 1/2" V .I .F .8"3'-2"R.O.4"4'-2" V.I.F.5'-2 1/4"3'-9"3'-8"5'-11 1/2"5'-7 1/2"V.I.F.CL 4'-1 3/4"V.I.F.5'-9" V.I.F. CL CL 5'-10" V.I.F.18'-8 1/2" V.I.F. 8" CL 5'-6"V.I.F.2'-6 1/4"V.I.F.24'-7 3/4"(UNIT 303)31'-10 3/4"(UNIT 302)1'-0"20'-1 1/2"(UNIT 301)45'-1" (UNIT 303) 12'-9 3/4"31'-10 1/2" 4"3 3/4"4"3'-6" V.I.F. 42'-7 1/2" (UNIT 301) 11 1/4" 3'-4"6"3'-4"R.O.10 3/4"3'-10 1/2"1'-2 1/2"8'-8" 7'-8 3/4"19'-11 1/4"4 1/2"16'-2 3/4"1'-0"3'-9"4 3/4"2'-2"3'-0"1 1/4"3'-3 3/4" 5"4 1/4"7 1/2"7 3/4" 10'-11" 19'-2 1/2"4'-9 1/2"5'-7 1/2"5'-1"1'-9 1/2"3'-6"V.I.F.1'-6 1/4"2'-0"CLEAR2'-4 1/4"2'-9"2'-9"2'-10 3/4"9'-7"9'-1" 10'-10 1/2" 4'-0" CLEAR 1'-9"8" 7'-5" 3'-0" CLEAR6'-0" CLEAR11'-7 1/2"5'-0"CLEAR2'-1 1/2"7'-6 1/4"3'-3 1/2" 5'-3 3/4"4 3/4"2'-10"R.O.4 3/4"9'-0"4'-8 3/4"1'-6 1/4" 6'-2" R .O .1'-10 1/4" 9'-7 3/4"4"2'-0"CLEAR7'-3 1/4"2'-4"7'-10 3/4" 9'-2 3/4"7"11'-6 1/2"1'-5"6'-2" R .O . 1'-10"6'-0" CLEAR 2'-8"1'-0"2'-10" R .O . 6"9"2'-8"R.O.1'-8 1/2"4'-4" CLEAR 4 1/2"3'-2" R .O . 2'-1 1/4"10'-9 1/2"4'-5 3/4"1'-4"2'-9"3'-11"1'-3 3/4" 4 1/2" 3'-0" CLEAR1'-8 1/2"5'-0"CLEAR6'-8 1/2"3'-3 3/4" 2'-10" R .O .2'-10 1/4"4 1/4"2'-10"R.O.3 1/2"2'-4 1/2"5 1/2" 3'-8 1/2"6 3/4"4"10'-4 1/4"2'-2 1/2"10'-3 3/4"4 3/4"3'-3"3'-7 3/4"1'-0"7 1/2"2'-10" R .O . 5'-6 1/2" 1'-0 1/4"2'-11 1/2"R.O.1'-0"5'-9"3 1/2"1'-4 1/4"5'-11 1/4"V.I.F.5'-9"V.I.F.5'-3 1/4"V.I.F. CL 8'-0 3/4"V.I.F.12'-1 3/4"V.I.F.11 1/2"1'-0 1/2"2'-4 1/4"6 3/4" 6 3/4" 6 3/4"4'-11"7'-8 3/4"10'-0"6 3/4"3'-10 1/2" 4'-3 3/4"5'-0 1/4"1'-4 1/2" 2'-10" 6'-11 1/4" 19A 63A3A 3A 93AEXISTING COLUMNS TO REMAIN, TYP. EXISTING COLUMNS TO REMAIN, TYP.3 1/4"11'-2"4'-4"13'-2 1/4"4" 34'-3" (UNIT 306) 2'-5 3/4"7'-9" V.I.F. 3'-3 1/4"7'-9" V.I.F. 3'-3 1/4"7'-9 1/4" V.I.F. 1'-3 1/2"10'-1 1/4"8 1/2" 9" 4" 12'-10 3/4" 4'-7 1/4" 7'-9" V .I .F . 4'-3 1/2" 7'-9" V .I .F . 4'-3 1/2" 7'-9" V .I .F . 3'-11 1/2"4" 40'-4 3/4" (UNIT 304)8'-3 3/4"7'-9" V.I.F.5'-5 1/4"7'-9" V.I.F.1'-0"29'-7 3/4"(UNIT 204)4'-1"7'-9" V.I.F.5'-5 1/4"7'-9" V.I.F.3'-9 1/4"1'-0"28'-9 1/2"(UNIT 205)28'-8 3/4"(UNIT 306)8 1/4"7'-9" V.I.F.5'-5 1/2"7'-9" V.I.F.7'-1 1/4"20'-10 3/4"V.I.F.4 1/2"8"2'-0"CLEAR7'-7 1/2"20'-3 1/2"2'-10"R.O.3 1/4"4'-2 1/2"2'-4 3/4"3'-7 1/4"2'-10"R.O.2 3/4"2'-0"CLEAR8"5'-4 3/4"5'-2" R.O. 4'-4 1/2"6'-5 3/4" 9 1/2"2'-10" R.O. 8'-9"2'-10" R.O. 3'-2 1/4" 3 3/4"3'-4" R .O . 9'-2"4'-10 3/4"1'-6 3/4"6 3/4"3'-2" R.O. 2'-7"1'-2 1/2"4"3'-2 1/4"3'-6 1/4"2 1/4"5 1/2"2'-8"R.O.7 3/4"8'-6"11'-2 3/4"V.I.F.3'-2"3'-6"2'-10"3'-2"2'-11 1/4"1'-1"3'-10 1/2"9'-5 1/2"3'-4 1/4"10'-6"10'-0 1/2"11'-2 3/4" 16'-9" 19'-4" 15'-5 1/4"3'-11 1/2"1'-1 1/4"5'-0" CLEAR 3'-0"CLEAR5'-8"17'-6 1/4"7'-4 3/4"10'-2 1/2"8"8'-5"7 1/4" 2'-4 3/4"2'-3 1/2" V .I .F . 4'-7 1/2" V .I .F .10'-2 1/2"6"3'-4"R.O.6'-4 3/4"4'-5"6'-5 1/4"5'-9 3/4"4'-0 1/2"8'-5 1/2"11'-0 1/4"5 1/2"3'-2" R.O. 7"2'-8" R.O. 1'-0 1/4" 3'-3 3/4"3'-0"3'-5" 6"1'-6 1/2"1'-5 1/4"2'-11" 7'-10 3/4" 3 3/4" 17'-6 3/4"14'-5"1'-8 1/4"3'-0" MIN CLEAR 12'-10 1/4" 6'-3 3/4"6'-0"1'-3 3/4"5'-0" CLEAR3'-0"CLEAR9"2'-0"4 3/4"2'-10"R.O.9"5"5"2'-10"R.O.9"2'-0" R.O. 9" 3'-6"6'-9 1/2"3'-10 3/4"7'-2 1/4"12'-2 1/2"13'-11 1/2"16'-1 1/2"7'-8 1/4" 2'-6 3/4"6"4'-3 1/4"4"4'-7"4'-2 1/4"2'-8"R.O.4"9 1/4" 4 3/4" 20'-4" 2'-9 1/2" 10'-0" 2'-0" CLEAR 5'-0" CLEAR 1'-6 1/4" 2'-4 3/4" 7'-0 1/4"5'-4 1/4"4"2'-10"1'-0 1/4"2'-10"R.O.4 3/4"4'-6 1/2"3'-4" R .O . 1'-0 1/2"4"3'-4" R .O . 1'-0 3/4" 8 3/4" 4'-4 3/4"4'-1 1/4"4'-2 1/4"3'-6 3/4" V .I .F . 9 3/4" V .I .F . 4'-4 3/4"1'-10 1/2"3'-0"3'-10"4 3/4"3'-2"R.O.8"1'-7 1/2"2'-10"R.O.2'-2 1/2"2'-8"R.O.8 3/4"14'-3 1/2"8'-10 1/4"4'-3 1/2"3'-9 1/4"1'-9 1/2"2 1/2" 2'-0" CLEAR 3'-0"CLEAR7'-0"2'-11 3/4"3'-6 1/4"2'-5 1/2"2'-10" R.O. 7" 5'-10 1/2" 4'-1 3/4"3'-0" MIN CLEAR 8'-8"6'-7 1/2"9 3/4"3'-6"4 1/2"2'-6" 8'-0 3/4"8'-6" 8'-6 1/4"13'-2 1/2"16'-2"39'-11 3/4"9 1/4"4'-11 3/4"11 3/4"3'-4 3/4"10 1/4"5'-2"5 1/2"4'-8"9'-0 1/4" 4'-7 3/4"7'-0 3/4"13'-8 1/4"5"2'-10"R.O.9 3/4"1'-5 1/4"4 3/4"3'-4 1/2"2'-0" CLEAR 3'-7 3/4"L 53A 3A3A8 4B 2B 11B 15 6B 3B 15 3B 2B 4B 1 17 8 10 14 11 1 1 2 4B 3B 15 6B 8B 11 12 13 BB BB BB BB BB BB BB BB BB BB BB BB 7757 73A 3A99 10 1010 1099 3A 3A1010 10 53A 78 8 8 8 88888888888SIM. 5 3AWD-1 WD-2 WD-2 WD-2 CFT-1 WD-2 WD-2 WD-2 WD-2WD-2 WD-2 WD-2 NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.)11113A STORAGE DOOR ABOVE CLOSET, SEE ELEVATIONS 11 3A 3A11 3A 1111 3A11811 3A 11 11 113A11 3A 133A3A 3A3A3A12STORAGE DOOR ABOVE CLOSET, SEE ELEVATIONS SHADED REGION INDICATES EXTENT OF LOFT ABOVE SHADED REGION INDICATES EXTENT OF LOFT ABOVE SHADED REGION INDICATES EXTENT OF LOFT ABOVE111111113A3A 3A 11113A 9NEW 60" INTERIOR SPIRAL STAIR, SEE ELEVATIONS FOR SPECIFICATIONS NEW 60" INTERIOR SPIRAL STAIR, SEE ELEVATIONS FOR SPECIFICATIONS NEW 60" INTERIOR SPIRAL STAIR, SEE ELEVATIONS FOR SPECIFICATIONS NEW FULL HEIGHT GWB PARTITION NEW GWB GUARDRAIL TO 42" (MIN.) ABOVE NOSING WITH 3/4"x6" POPLAR CAP PRIMED AND PAINTED (TYP.)12EXISTING COLUMNS TO REMAIN, TYP. NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) 18 3A NEW 1:20 RAMP, SEE A-202 FOR DETAILS NEW 1:20 RAMP, SEE A-202 FOR DETAILS 3A3A 3AEXISTING COLUMNS TO REMAIN, TYP. NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. NEW GWB GUARDRAIL PARTITION, SEE A-700 FOR EXTENTS INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION 1818 1818183'-0" (CLEAR)CONTRACTOR TO PROVIDE GWB ANCLOSURE AT SD LINE (TYP.) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-114 THIRD FLOOR LOFT CONSTRUCTION PLAN DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) EXISTING STAIR 1 DNBALCONY CLOSETCLOSET 217 - UNIT 306 LOFT 279 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 304 LOFT 231 SF CLOSETUP DN CLOSETCLOSET LINEN COATS DN BATHROOM 2 BATHROOM 2 BATHROOM 2 6'-6" x 9'-0" 6'-6" x 10'-0" 6'-1" x 8'-8" BEDROOM 2 BEDROOM 2 10'-8" x 14'-5" BEDROOM 2 13'-0" x 10'-5" 10'-0" x 12'-4" 217-221 THIRD FLOOR LOFT CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 1 A-701 15 16 15 16 12 13 16 15 BB AA BB AA BB AA BB AA BB AA BB AA BB AA BB AA AABB AABB AABB 3A 3A 173A3A10 1010 9 99 93A3A 173A 3A 3A 3A 10 910 1010 10 3A 3A 3A3A 3A3A 173A88 5 5 58 8 8 8888888888 8 888888SIM. WD-2 WD-2 CFT-1 CFT-1 CFT-1 WD-2 BB AA 3A3A3A12123A3A 3A 3A3A 3A 3A3A 12 3A 11 12 4" 34'-3" (UNIT 306) 2'-5 3/4"7'-9" V.I.F. 3'-3 1/4"7'-9" V.I.F. 3'-3 1/4"7'-9" V.I.F. 1'-3 3/4" 4'-7 1/4" 7'-9" V .I .F . 4'-3 1/2" 7'-9" V .I .F . 4'-3 1/2" 7'-9" V .I .F . 3'-11 1/2"4" 40'-4 3/4" (UNIT 304)8'-3 3/4"7'-9" V.I.F.5'-5 1/4"7'-9" V.I.F.1'-0"29'-7 3/4"(UNIT 204)4'-1"7'-9" V.I.F.5'-5 1/4"7'-9" V.I.F.3'-9 1/4"1'-0"28'-9 1/2"(UNIT 205)28'-9 1/4"(UNIT 306)8 1/4"7'-9" V.I.F.5'-5 1/2"7'-9" V.I.F.7'-1 1/2"4 1/2"8"10'-1 1/4"8 1/2" 11'-2 1/2" 6'-10 1/2"4'-4"6'-8"3'-4 3/4"2'-4 3/4"4'-2 1/2"16'-9 1/4"9'-5 1/2"3'-8 3/4"3'-6 1/4"1'-5 1/4"7'-4"10'-0" 9'-2 1/2" 3'-8 1/2"2'-8 1/4"7'-6" 18'-5"3'-6"7'-5 3/4"11'-7"3'-4 1/4"3'-0"CLEAR5'-8"3'-2 1/4"2'-10" R.O. 1'-8 1/2"2'-10" R.O. 3'-3 3/4"4'-6 1/2" 1'-1 1/4"5'-0" CLEAR 6'-5 3/4"2'-0"CLEAR2 1/2"1/2" TEMPERED STARPHIRE GLASS BUTT GLAZED PANELS, SEE A-601 WINDOW SCHEDULE FOR DETAILS 1/2" TEMPERED STARPHIRE GLASS BUTT GLAZED PANELS, SEE A-601 WINDOW SCHEDULE FOR DETAILS 1/2" TEMPERED STARPHIRE GLASS RAILING, SEE A-601 WINDOW SCHEDULE FOR DETAILS 1/2" TEMPERED STARPHIRE GLASS RAILING, SEE A-601 WINDOW SCHEDULE FOR DETAILS 1/2" TEMPERED STARPHIRE GLASS RAILING, SEE A-601 WINDOW SCHEDULE FOR DETAILS NEW LOFT FLOOR CONSTRUCTION, SEE A-502 FLOOR AND CEILING CONSTRUCTION ASSEMBLIES FOR DETAILS NEW LOFT FLOOR CONSTRUCTION, SEE A-502 FLOOR AND CEILING CONSTRUCTION ASSEMBLIES FOR DETAILS 7'-2 3/4"4'-9 1/2"3'-3 3/4"12'-9" 1/2" TEMPERED STARPHIRE GLASS RAILING, SEE A-601 WINDOW SCHEDULE FOR DETAILS NEW 60" INTERIOR SPIRAL STAIR, SEE ELEVATIONS FOR SPECIFICATIONS NEW 60" INTERIOR SPIRAL STAIR, SEE ELEVATIONS FOR SPECIFICATIONS NEW 60" INTERIOR SPIRAL STAIR, SEE ELEVATIONS FOR SPECIFICATIONS 2'-0" CLEAR 8'-3 3/4"2"2'-4 3/4"6"9'-1"3'-3 1/2"1'-6 1/2"10 3/4"14'-5"6'-10 3/4" V.I.F.5 1/2"3'-7 1/4"2'-10" R.O. 6 3/4"2'-7"2 1/2"1'-2 1/2"6'-5 1/4" 7"6'-1 1/2"9 3/4"3'-0"CLEAR11 1/4"5'-0" CLEAR 1'-0 3/4"1"16'-1 1/4"10'-9 1/2"2"3'-2"R.O.3"6'-9 1/2"3'-7"3'-10 3/4"12'-2 3/4"7'-0"3'-7 1/4"13'-1 1/4"1'-1 3/4"15'-10 1/2"1'-3 1/2"2'-10"R.O.1'-6 3/4"10'-8 1/4"2'-5"2 1/4"10'-2 1/2"5'-8"4 3/4"5'-1 1/2"11 1/2"5'-1"6'-10" 3'-1 1/4" 4'-6 3/4"2'-10"9 1/4"2'-9 3/4"3 1/4"3'-7"7'-8 1/4" 9'-11 3/4"11 1/2"4'-2"R.O.1'-4 1/4"2'-4 3/4" 12'-4 1/2"13'-1"7'-5"4'-11 3/4"9 3/4"6'-7 1/4"2'-0" CLEAR 2'-0"CLEAR4'-0"3'-6"7'-5"6'-5 1/2"6'-0 3/4"1'-6 1/4"5'-0"3'-0"6'-0"6'-6 1/4" 11 3/4"2'-10" R.O. 10 1/2" 7"3'-1 1/4"1'-0"1'-0"4'-5 1/4"4'-4 1/2"8'-5 3/4"11'-6 1/2"13'-2 1/2"7'-3"4'-10"8'-6"7 3/4"11 3/4"8'-2"7'-0 1/4" 2'-0" CLEAR4'-5 3/4"1'-0 1/4"2'-10"R.O.1'-0 1/4"4 3/4"5'-11 1/2"4'-3 1/2" 8" 9 3/4"3'-5 3/4"4 3/4"7'-9 1/2"3'-7 3/4" 3'-2 3/4"1'-7 3/4"4'-10 1/2"5'-0 3/4"16'-2"9 3/4"1'-2 1/4"5"5"6"12'-6"NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) EXISTING COLUMNS TO REMAIN, TYP. NEW FULL HEIGHT GWB PARTITION NEW GWB GUARDRAIL TO 42" (MIN.) ABOVE NOSING WITH 3/4"x6" POPLAR CAP PRIMED AND PAINTED (TYP.) 1/2" TEMPERED STARPHIRE GLASS BUTT GLAZED PANELS, SEE A-601 WINDOW SCHEDULE FOR DETAILS 1/2" TEMPERED STARPHIRE GLASS BUTT GLAZED PANELS, SEE A-601 WINDOW SCHEDULE FOR DETAILS COMMON CORRIDOR BELOW, SEE A-113 3'-0" MIN. CLEARNOTE: CONTRACTOR TO VERIFY WIDTH OF EXISTING STAIR (TYP.) EXISTING STAIR FLIGHT NEW STAIR FLIGHT PORTION OF EIXSTING CHIMNEY TO BE REMOVED FROM THIRD FLOOR DOWN. CHIMNEY STACK TO REMAIN FROM FOURTH FLOOR UP. REFER TO STRUCTURAL DRAWINGS FOR SUPPORTING DETAILS INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION, SEE STRUCTURAL ENGINEERING DRAWINGS FOR DETAILS SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION, SEE STRUCTURAL ENGINEERING DRAWINGS FOR DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-115 FOURTH FLOOR CONSTRUCTION PLAN MECHCLOSET MECH COATSBEDROOM BATH LIVING CLOSETBATHROOM BEDROOM 683 SF W/DW/DBATHROOM LIVING BEDROOM CLOSETW/DMECH COATSBATHROOMCLOSET BEDROOM W/DCOATS MECH 221 - UNIT 401 221 - UNIT 402 221 - UNIT 403 221 - UNIT 404 664 SF 684 SF 686 SF LIVING LIVING KITCHEN KITCHEN KITCHEN KITCHEN COATS CLOSET 221 HALLWAY PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) UPDN DN EXIT SHAFT TO REMAIN EXISTING STAIR 1 STAIR 2 ELEVATOR UP DN AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" STORAGE (TYP.) PROPOSED VERIZON EQUIPMENT ROOM ABOVE 217-221 FOURTH FLOOR CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 6 11 2 4 8 5 1 1 3 4 2 5 6 11 9 1 2 3 4 5 6 9 11 17 17 1 43 2 5 6 11 9 C C C C C C C C E1 E1 E1 E1 E1 E1 E1 E1 K K K K K K 17 14A 8888888888888888 8 8 8 8 8 8 8 8 8 8 81510103A3A 9 599153A 173A 3A10 10 10 93A 3A 3A3A173A 3A153A 9 999 10 10 153A3A3A 3A222 284 5 558888SIM.8SIM. 1414 1314WD-1 WD-1 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 WD-2 CFT-1 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 WD-2 WD-2 NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) 19A 3A3A1818NEW CLOSED CELL SPRAY INSULATION, MIN R-20, AT EXISTING EXTERIOR SHAFT WALL3A3A 10 3A133A3A13 3A3A 3A183A3A3A153 10 CFT-1 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 10 5 55 2 CONTRACTOR TO PROVIDE INSULATION TO MIN R-20 AT NEW MASONRY CAVITY NEW GWB GUARDRAIL/PARTITION, SEE A-700 FOR EXTENTS EXPOSED POST TO BE SKIM COATED AND PAINTED (TYP.) NEW GWB GUARDRAIL TO 42"(MIN) ABOVE NOSING WITH 3/4"x6" POPLAR CAP PRIMED AND PAINTED (TYP.)3A3A 3A 3'-10 1/2" V.I.F. 2'-6 3/4"1'-8 1/4"3'-10 1/2" V.I.F. 2'-7 3/4"3'-10 1/2" V.I.F. 2'-10 1/2"3'-11 1/2" V.I.F. 2'-3 3/4"3'-8 1/2" V.I.F. 2'-7 1/4"3'-7 1/2" V.I.F. 2'-7 1/4"3'-8 3/4" V.I.F. 7 3/4" 44'-7" (UNIT 404)1'-1 3/4"3'-5"V.I.F.5'-1 3/4"3'-5"V.I.F.5'-7 1/4"3'-5"V.I.F.5'-6 3/4"3'-5"V.I.F.5'-8 3/4"3'-5"V.I.F.2'-11"3'-5"V.I.F.3'-0 1/2"3'-5"V.I.F.7'-3 3/4"3'-5"V.I.F.2'-5 3/4"4'-10"V.I.F.6'-6 3/4"4'-10" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 1'-5" 4'-9" V .I .F . 1'-5 1/2" 4'-9" V .I .F . 1'-6 1/4" 4'-9" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 42'-6" (UNIT 401)11'-4 3/4"(UNIT 401)1'-0"23'-10 1/4"(UNIT 402)1'-0"23'-1 3/4"(UNIT 403)1'-1"17'-2 1/2"(UNIT 404)4"4"4" 4 1/4"4" 31'-4 1/2"2'-10"3'-0 3/4"3"2'-4 3/4"1/4"2 1/4"4 3/4"1/4"4'-2"1'-1 3/4"2'-10"R.O.3'-1 1/4"2'-10"R.O.3'-2 3/4"3 3/4"2'-0" CLEAR 10'-7 1/4" 6 3/4" 6 3/4" 9'-10 1/2" 3'-0" CLEAR 5'-0" CLEAR 4 3/4" 5 1/4"2'-10" R .O . 9'-11 1/2" 5'-1 1/4"9 3/4"11 1/4"2'-10"R.O.11"4"2'-8" R .O . 11"3'-2" R .O . 4 1/4" 2'-0" CLEAR 4'-8 1/4"7'-5 1/4"4'-8 1/4"2'-1 1/4"3'-4"R.O.7'-9"13'-10 1/2"3'-4"R.O.6'-9 1/4"3'-4"R.O.5'-1 1/4"14'-10"2'-9"3'-8"8'-3 1/2"5'-3"9 1/2"5'-1 3/4"4'-4 1/2"3'-6"V.I.F.1'-9 1/2"8 1/4"3 1/2"2'-11 1/2"R.O.9'-4"6'-10 3/4"2'-7 3/4"3'-4"R.O.1'-7"3'-1 3/4" 4'-6 3/4" V.I.F.3'-4"R.O.16'-4 1/4"3'-4"R.O.4"4"3'-4" R .O . 10 1/2" 4'-6 1/2"5 1/2"8'-1 1/4"8 1/2"4"8'-3 1/2"8"3'-4"R.O.4"3'-1 3/4"2 3/4"28'-11 3/4" 18'-4 1/2" 5'-9 1/2" V .I .F . 4'-10" 1'-2 1/4"4 1/4"3'-0"3'-8 1/2" 4'-2 1/2" 1'-11"3'-0"CLEAR5'-0 3/4"5'-3 1/2" 3 1/4"10'-6 1/4"17'-2 1/2"R.O.3'-7"13'-2 1/2"1'-5 3/4"17'-0 1/2"6"2'-0"CLEAR5'-5" 2'-9 3/4" 1'-9 1/2"2'-10" R .O . 5"5 1/4"2'-8"R.O.1'-0"3'-2"R.O.6 3/4"4 3/4"6 3/4"10 3/4" 7'-3 1/4" 2'-10" R .O . 4"1'-0 1/2"2'-10" R .O .8'-9 1/2" 6 3/4"7 1/4"9"4" 4'-8 1/2"3'-0"CLEAR4 3/4"5'-0"CLEAR1'-5 1/2"3'-0" CLEAR5'-0 3/4"1'-8 1/4"2'-10"R.O.5'-4 1/2"2'-0" CLEAR 2'-5"4 1/2"2'-4 3/4"6 3/4"4'-2"R.O.3 1/4"9'-10 1/2" 6 3/4"3'-3 1/4"1'-0"10'-6 1/2"10'-1 3/4"5'-7 1/4"3'-6 1/2"2'-10"3'-5 3/4"12'-2 1/2"12'-2 1/2"7"11'-11 1/2"10"11'-8" 2'-0" CLEAR 7 1/2"4'-2"R.O.1'-0 1/4"4'-3 1/4"5 1/2" 9 1/2"2'-10" R .O . 1'-4 1/2"2'-10" R .O .9'-10 1/2" 6 3/4" 1'-8 1/2" 4'-4"1'-11 1/2"1'-1 1/4"2'-10"R.O.4"2'-4 3/4" 6 3/4" 10'-10 3/4" 5'-0 1/2"3'-8"1'-8 1/2"9'-10 3/4"13'-3 1/2"2"28'-2 3/4" 1'-1 3/4"2'-10" R .O . 9 1/2"2'-9"2'-0"CLEAR7'-11 1/4"3'-6"3'-9 1/4"6'-1 3/4"4 1/4"3'-1 3/4" 1'-4 1/4"5'-0" CLEAR 7'-0 1/2"3'-0"CLEAR6'-4 1/4"3'-2"R.O.11 1/2"2'-8"R.O.7 1/4"9'-11 1/2"2'-6 3/4"6"5'-1 1/4"12'-4 1/4"4"11'-4"6 3/4" 6 3/4" 2'-11 3/4" 2'-3 1/2" 3'-2 1/4"5 1/2"5'-2"R.O.11 1/4"4'-2 3/4"10'-9 1/4"13'-1 1/2"2'-10"2'-10"R.O.1'-3 1/4"1'-5 1/4"2'-10"R.O.5 1/4"9 1/4"1'-6"5'-0"CLEAR3'-0" CLEAR7'-0" 10'-0" 1'-0 3/4"6'-1 1/4" 5 1/2"2'-10" R .O . 9'-10 1/4" 10 1/2" 13'-1 1/2"6 3/4"3'-2"R.O.9 1/4"2'-10 3/4"3'-6"1'-8"2'-7 3/4"1'-4 1/4"2'-0" 3'-8"3'-11 3/4"2'-0" CLEAR 2"9 1/4"2'-8"R.O.2'-4 1/2"2'-10"R.O.1'-8 1/2"5'-2 1/2"2'-4 3/4"5'-4"13'-1 1/4" 10'-9"3'-2 1/2"2'-1 3/4"11'-7" 24'-9 1/4" 1 A-700 7'-10"4'-7 1/4"7'-8 3/4"15'-0"19'-0"4"11'-0 1/2"V.I.F.4'-11 3/4" V.I.F. A-703 1 1 A-701 9'-4 1/4" V .I .F .20'-8 1/4"V.I.F.2'-1"V.I.F.13'-10 1/2"V.I.F.14'-6 1/4"V.I.F.51'-10 1/4"V.I.F.11'-8 1/4"3'-8 1/2"10'-8 3/4"1'-1 3/4" 1'-1 1/2"3'-10 3/4"10'-4"26'-1 3/4"2'-8" R .O . 1'-9"2'-10 1/4"1'-1"1'-4 1/4"9"4 3/4"4 3/4"2'-3 1/4" INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION EXISTING COLUMNS TO REMAIN, TYP. EXISTING COLUMNS TO REMAIN, TYP. SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION EXISTING COLUMNS TO REMAIN, TYP. Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-116 FIFTH FLOOR CONSTRUCTION PLAN AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) DN DN PROPOSED VERIZON EQUIPMENT ROOM 175 SF STAIR 2 EXISTING STAIR 1 221 HALLWAY ELEVATOR KITCHEN LIVINGCLOSET MECH COATSBEDROOM BATH KITCHEN LIVING CLOSETBATHROOM BEDROOM LINEN 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF W/DW/DCLOSET221 - UNIT 504 687 SF W/DMECH COATSCLOSET221 - UNIT 503 685 SF W/DCOATS MECH MECH COATS DN DN DN DN BATHROOM LIVING KITCHEN BEDROOM BATHROOM LIVING BEDROOM KITCHEN EXIT SHAFT TO REMAIN STORAGE STORAGE DRY SPRINKLER 217-221 FIFTH FLOOR CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 3A 6 11 2 4 8 5 1 13 4 2 5 6 11 9 1 2 3 4 5 6 9 11 17 17 1 43 2 5 6 11 9 17 888888888888888 8 8 8 8 8 8 8 8 81510103A3A 9 599153A 173A 3A10 10 10 93A 3A 3A3A173A 3A153A 9 999 10 10 153A3A3A 3A 3A2222284 5 548888SIM. 145 414WD-1 WD-1 WD-2 WD-2 WD-2WD-2 WD-2 WD-2 CFT-1 WD-2 CFT-1 WD-2 WD-2 WD-2 WD-2 WD-2 WD-2 CFT-1 WD-2 WD-2 NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) 19b 3A3A1818NEW CLOSED CELL SPRAY INSULATION, MIN R-20, AT EXISTING EXTERIOR SHAFT WALL3A3A 10 3A133A 3A133A 3A183A3A3A153 10 CFT-1 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 18 19 D D D D D D D D E2 E2 E2 E2 E2 E2 E2 E2 J J J J ROOF HATCH ABOVE, SEE A-406 EXTERIOR DETAILS FOR MORE INFORMATION 3A 3ANEW 2-HR EXTERIOR ENCLOSURE AT STAIR, SEE A-405 FOR DETAILS NEW 2-HR EXTERIOR ENCLOSURE AT VERIZON ROOM, SEE A-405 FOR DETAILS NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NEW WINDOWS, SEE A-400 AND A-401 FOR DETAILS (TYP.) CONTRACTOR TO PROVIDE INSULATION TO MIN R-20 AT NEW MASONRY CAVITY NEW COLUMNS, SEE STRUCTURAL DRAWINGS FOR DETAILS (TYP.) NOTE: CONTRACTOR TO COORDINATE ALL "VERIZON ROOM" REQUIREMENTS PRIOR TO COMMENCING CONSTRUCTION 1 1/2" Ø STEEL PIPE RAILING PAINTED BLACK (TYP.) NEW GWB GUARDRAIL/PARTITION, SEE A-700 FOR EXTENTS NEW PRESSURE TREATED 5/4"x 6" DOCKING (PRIMED & PAINTED) AT NEW STAIR AND LANDING NOTE: CONTRACTOR TO VERIFY ROOF AND FINISH FLOOR HEIGHTS NEW PRESSURE TREATED 5/4"x 6" DOCKING (PRIMED & PAINTED) AT NEW STAIR AND LANDING NEW GWB GUARDRAIL TO 42"(MIN) ABOVE NOSING WITH 3/4"x6" POPLAR CAP PRIMED AND PAINTED (TYP.) CONTRACTOR TO PROVIDE MASONRY INFILL AT EXISTING OPENING TO MATCH EXISTING ASSEMBLY (TYP) 3A 19b 19b 141444 413 6'-6 3/4"3'-1 1/2" V.I.F. 3'-4 3/4"3'-1 1/2" V.I.F. 5'-3 3/4"3'-1 1/2" V.I.F. 9'-7"3'-0" V.I.F. 7'-5" 44'-8 3/4" (UNIT 404)11 1/2"3'-5"V.I.F.5'-2 3/4"3'-5"V.I.F.5'-6 1/2"3'-5"V.I.F.5'-6 3/4"3'-5"V.I.F.6'-4 1/4"3'-5"V.I.F.2'-10"3'-5"V.I.F.3'-0 3/4"3'-5"V.I.F.7'-1 1/2"3'-5"V.I.F.2'-1 1/4"4'-10"V.I.F.6'-10 1/2"4'-10" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 1'-5 3/4" 4'-8 1/2" V .I .F . 1'-5 3/4" 4'-8 3/4" V .I .F . 1'-5 3/4" 4'-9 1/2" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 1'-5 3/4" 4'-9" V .I .F . 42'-5 1/4" (UNIT 501)11'-8 1/2"(UNIT 401)1'-0"23'-8 1/4"(UNIT 402)1'-0"23'-1 3/4"(UNIT 403)1'-1"17'-2 1/4"(UNIT 404)4"4"4" 3 1/4"4" 31'-1 1/2"5'-10 1/2"5 3/4"2'-4 3/4"1/4"2 1/4"8 3/4"3/4"4'-2"1'-1 3/4"2'-10"R.O.3'-1 1/4"2'-10"R.O.3'-2 3/4"8 1/2"2'-0" CLEAR 10'-9 1/2" 9" 8 1/2" 10'-0" 3'-0" CLEAR 5'-0" CLEAR 4 3/4" 5"2'-10" R .O . 9'-11 3/4" 5'-1 1/4"9 1/2"11 1/4"2'-10"R.O.11"4"2'-8" R .O . 11"3'-2" R .O . 4 1/4" 2'-0" CLEAR 5'-1"7'-5 1/4"4'-8 1/4"2'-1 1/4"3'-4"R.O.7'-8 3/4"13'-10 1/2"3'-4"R.O.7'-9 3/4"3'-4"R.O.4'-0 3/4"14'-10"2'-9"3'-9 1/2"5'-6 1/4"4'-6 1/2"9 3/4"5'-1 3/4"4'-4 1/2"3'-6"V.I.F.1'-9 1/2"8 1/4"3 1/2"2'-11 1/2"R.O.6'-8 1/4"2'-7 3/4"3'-4"R.O.1'-7"3'-1 3/4" 4'-6 1/2" V.I.F.3'-4"R.O.15'-7 1/2"3'-4"R.O.4"4"3'-4" R .O . 10 1/2" 4'-6 1/2"5 1/2"8'-0 1/2"4"6'-10 3/4"10 1/2"3'-4"R.O.4"3'-1 3/4" 29'-1 1/4" 18'-5 3/4" 5'-9 1/2" V .I .F . 4'-10" 1'-2 1/4"4 1/4"3'-0"3'-8 1/2" 4'-2 1/2" 1'-11"3'-0"CLEAR5'-0 1/2"5'-3 1/2" 3 1/4"10'-4"17'-2 1/4"3'-7"13'-2 1/2"1'-5 3/4"17'-0 1/2"6"2'-0"CLEAR5'-5" 2'-9 3/4" 1'-9 1/2"2'-10" R .O . 5"5 1/4"2'-8"R.O.1'-0"3'-2"R.O.6 3/4"4 3/4"6 3/4"10 3/4" 7'-3 1/4" 2'-10" R .O . 4"1'-0 1/2"2'-10" R .O .9'-5 1/2" 9"7 3/4"8 1/2"4" 3'-5 3/4"3'-0"CLEAR4 3/4"5'-0"CLEAR1'-5 1/2"3'-0" CLEAR 1'-8 3/4"2'-9 3/4"R.O.5'-4 1/4"2'-0" CLEAR 2'-5 1/4"4"2'-4 3/4"6 3/4"4'-2"R.O.3 1/4"9'-11 1/2" 9"3'-3 1/4"11 3/4"10'-6 1/4"10'-2 1/2"5'-7"3'-6 1/2"2'-10"3'-3 3/4"12'-2 1/2"12'-2 1/2"7"V.I.F.11'-11 1/2"10"V.I.F.11'-8 3/4" 2'-0" CLEAR 7 1/2"4'-2"R.O.1'-0 1/2"4'-3 1/4"5 1/2" 9 1/2" 1'-4 1/2"2'-10" R .O .9'-9" 9" 3'-2 1/4"4'-4 1/2"1'-11 1/2"1'-1 1/4"2'-10"R.O.4"2'-4 3/4" 9" 10'-11 1/2" 5'-0 1/2"3'-8 1/4"1'-8 1/2"9'-9 1/4"13'-1 1/4"1"28'-3 1/2" 1'-1 3/4"2'-10" R .O . 9 1/2" 2'-9"2'-0"CLEAR7'-11 1/4"4'-6 3/4"3'-9 1/4"6'-1 1/2"4 1/4"3'-1 3/4" 1'-4 1/4"5'-0" CLEAR 7'-0 1/2"3'-0"CLEAR6'-4 1/4"3'-2"R.O.1'-3"2'-8"R.O.1'-4 1/4"10'-1 1/2"10 1/4"1'-6"4'-0 3/4"12'-2"4"11'-2"11 3/4" 11 3/4" 2'-0" CLEAR 1'-10 1/2" 3'-2 1/4"10 1/4"5'-2"R.O.10 1/4"3'-10 3/4"10'-9 1/4"13'-1 1/2"2'-10"2'-10"R.O.1'-3 1/4"1'-5 1/4"2'-10"R.O.5 1/4"9 1/4"1'-6"5'-0"CLEAR3'-0" CLEAR7'-0" 10'-0" 1'-0 3/4"6'-1 1/4" 5 1/2"2'-10" R .O . 9'-10 1/4" 10 1/2" 13'-1 1/2"6 3/4"3'-2"R.O.9 1/4"2'-10 3/4"3'-6"1'-8"2'-7 3/4"1'-4 1/4"2'-0" 3'-8"3'-11 3/4"2'-0" CLEAR 2"9 1/4"2'-8"R.O.2'-4 1/2"2'-10"R.O.1'-8 1/2"5'-2 1/2"2'-4 3/4"5'-2"13'-0 1/2" 10'-8"3'-0 1/2"2'-1 3/4"11'-6" 24'-9 1/2" 1 A-700 7'-10"4'-7 1/4"7'-10"15'-1 3/4"18'-9 3/4"4 3/4"10'-10"V.I.F.4'-11" V.I.F. A-703 1 1 A-701 8'-9" V .I .F .20'-8 1/4"V.I.F.1'-10 3/4"V.I.F.13'-10 1/2"V.I.F.4'-0 1/2"V.I.F.21'-2 1/2"12'-3 3/4"3'-1 1/4"11'-0"11 1/4"3'-10 3/4"10'-4"26'-4 3/4"30'-0 3/4"V.I.F.2'-9 1/2"2'-5 3/4"11 1/4"3'-4"V.I.F.7'-5 1/4"V.I.F.5 1/2"2'-0"5 1/2" 2'-10" R .O . 5'-1" 4 1/4"2 1/4"11"1'-0 1/4" 4'-5 1/2"2'-5 1/2"10 1/2"5"9'-5 1/2"8'-9 3/4"3'-10"R.O.6'-7 1/4"4'-3 1/2"3'-4" R .O . 1'-2"4'-6"5'-0"1'-0" 4'-6"6'-6"5'-6"1'-0"6'-0" 6"6"2'-2"8"1'-4 1/2"10'-2"2'-10 1/4"4 3/4" 2'-3 1/4"1'-2 1/2"2'-11 1/2"R.O.11 1/2"2'-11 1/2"R.O.1'-0 1/2"INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. SEE A-400 AND A-401 FOR WINDOW DETAILS, TYP. INDICATES LOAD BEARING WALL LEGEND INDICATES NOT IN SCOPE INDICATES EXTENT OF WORK INDICATES EXISTING WALLS TO REMAIN GENERAL NOTES *ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL. CONTRACTOR TO COORDINATE INSTALLATION OF STUD WALL WITH PARTITION DETAILS. *COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION OF NEW STRUCTURAL COLUMNS AND BEARING WALLS. *CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *SEE ENLARGED KITCHEN AND BATHROOM ELEVATIONS FOR ADDITIONAL INFORMATION. *SEE MEP DRAWINGS FOR WATER HEATER SPECIFICATIONS AND CONNECTIONS. *SEE INTERIOR ELEVATIONS FOR LOCATION OF ITEMS NOTED AS ABOVE. *SPIRAL STAIR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER. *ALL KITCHEN APPLIANCES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TO COORDINATE INSTALLATION AND FINAL CONNECTIONS. *CONTRACTOR TO COORDINATE DOOR SIZES WITH DOOR SCHEDULE. *SEE MEP DRAWINGS FOR DUCT LOCATIONS AT MECHANICAL SHAFTS. *CONTRACTOR TO FIELD VERIFY A SUBFLOOR AND FINISH FLOOR HEIGHTS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. *CONTRACTOR TO VERIFY ALL MECHANICAL DUCT RUNS. ANY REQUIRED CHASES 1-2 STORIES SHALL BE 1-HOUR RATED. ANY CHASES 3 OR MORE STORIES SHALL BE 2-HOUR RATED. (TYP.) NEW FLOOR CONSTRUCTION NEW STRUCTURAL REINFORCING WITHIN WALL FURRING CAVITY, REFER TO STRUCTURAL FOR DETAILS (TYP.) 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 EXISTING GENERATOR APPROXIMATE LOCATION OF EXISTING VERIZON'S EQUIPMENT (TO REMAIN) REMOVE EXIST GUTTER AND DOWNSPOUTS REMOVE EXISTING GUTTER AND DOWNSPOUTS DEMOLISHED EXIST SKYLIGHT ABOVE SHAFT AND PROVIDE NEW INFILL FRAMING NEW 4'X4' INSULATED ROOF ACCESS HATCH ABOVE STAIR LANDING BELOW: BILCO S TYPE OR APPROVED EQUAL CONTRACTOR TO INSTALL GUARDRAIL AT PERIMETER APPROXIMATE RIDGE OF EXIST PITCH ROOF TYPICAL NEW OVERFLOW COPPER GUTTERS TO NEW COPPER DOWNSPOUTS TO MATCH EXSITING TYPICAL NEW OVERFLOOW COPPER 4" DIAMETER DOWNSPOUT TO GRADE TYPICAL NEW R.D. EXIST PENTHOUSE AND VERIZON EQUIPMENTS TO REMAIN TYPICAL RETAIN SKYLIGHT, CONTRACTOR TO REPAIR, FLASH AND SEAL AS REQUIRED TO ENSURE WATERTIGHT SEAL. NEW COPPER COPING COVER OVER NEW CONT. PARAPETS DIVERT TO ROOF DRAINS TYPICAL NEW BUILT-UP CRICKET TYPICAL NEW OVERFLOW SCUPPER TYPICAL NEW COPPER COPING COVER OVER NEW CONT. PARAPETS TO DIVER TO ROOF DRAINS TYPICAL REMOVE AND SALVAGE EXIST COPPER COPING REPLACE WITH NEW COPPER COPING TO MATCH EXISTING TYPICAL REMOVE AND SALVAGE EXIST COPPER COPING REPLACE WITH NEW COPPER COPING TO MATCH EXISTING TYPICAL RETAIN EXISTING VERIZON'S EQUIPMENT IN FAUX CHIMNEY TYPICAL LINE OF STAIR SHAFT BELOW TYPICAL REMOVE AND SALVAGE EXISTING COPPER COPING AND REPLACE WITH NEW COPPER COPING TO MATCH EXISTING TYPICAL REMOVE AND SALVAGE EXISTING COPPER COPING AND REPLACE WITH NEW COPPER COPING TO MATCH EXISTING TYPICAL EXIST WOOD ROOF LINE BALUSTRADE ASSEMBLY TO REMAIN TYPICAL NEW OVERFLOW COPPER 4" DIAMETER DOWNSPOUT TO GRADE TYPICAL NEW ELEVATOR ROOF, SEE A-703 FOR DETAILS NEW R.D. NEW COPPER COPING COVER OVER NEW CONT. PARAPETS DIVERT TO ROOF DRAINS TYPICAL NEW OVERFLOW SCUPPER TYPICAL NEW OVERFLOW COPPER GUTTERS TO NEW COPPER DOWNSPOUTS TO MATCH EXSITING TYPICAL NEW BUILT-UP CRICKET PITCH TO NEW R.D. TYPICAL 1'-0"12"EXISTING CABLE TRAY TO REMAIN TYPICAL REMOVE EXIST ROOF DRAIN REMOVE EXIST ROOF DRAIN NEW R.D. NEW R.D. EXIST STRUCTURES PROJECTED ABOVE ROOF TO REMAIN TYPICAL NEW P.T. 5/4" X 6" OVER P.T. 2X8 @ 16" O.C. PLATFORM TYPICALEXIST CHIMNEY TO REMAIN DN DN INDICATES PROPOSED ZONE OF NEW CONDENSER LOCATIONS REMOVE AND SALVAGE EXISTING COPPER COPING AND REPLACE WITH NEW COPPER COPING TO MATCH EXISTING TYPICAL INDICATES PROPOSED ZONE OF NEW CONDENSERS APPROXIMATE LOCATION NEW P.T. 5/4" X 6" OVER P.T. 2X8 @ 16" O.C. PLATFORM TYPICAL EQ.EQ.1'-0"NEW ROOF MEMBRANE OVER CONT. PARAPET KICKER TYPICAL NEW ROOF MEMBRANE OVER CONT. PARAPET KICKER TYPICAL NEW ROOF BALUSTRADE WITH RAILING SYSTEM SEE A-404 FOR DETAILS TYPICAL NEW ROOF BALUSTRADE WITH RAILING SYSTEM SEE A-404 FOR DETAILS TYPICAL NEW MEMBRANE ROOFING OVER NEW PARAPET KICKER TYPICAL NEW ROOF BALUSTRADE WITH RAILING SYSTEM SEE A-404 FOR DETAILS TYPICAL NEW MEMBRANE ROOFING OVER NEW PARAPET KICKER TYPICAL NEW ROOF BALUSTRADE WITH RAILING SYSTEM SEE A-404 FOR DETAILS TYPICAL NEW MEMBRANE ROOFING OVER NEW PARAPET KICKER TYPICAL EXIST VERIZON CONDENSORS TO REMAIN AT APPROXIMATE LOCATION 1'-1 3/8" 217-221 ROOF CONSTRUCTION PLAN Scale: 1/4" = 1'-0"1 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 ROOF PLAN NOTES 1. REFER TO SHEET A-502 FOR ROOF ASSEMBLY INFORMATION. 2. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING SPECIFICATIONS & DETAILS. 3. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN AND PIPE PENETRATIONS. 4. REFER TO MECHANICAL DRAWINGS FOR ROOF TOP EQUIPMENT INFORMATION. 5. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES & REGULATIONS. 6. ALL PENETRATIONS ARE TO BE SEALED TO MAINTAIN FIRE/SMOKE RATING AND ACOUSTICAL RATING. 7. COORDINATE BLOCKING REQUIREMENTS AND LOCATIONS WITH ELEVATIONS AND DETAILS. ALL BLOCKING TO BE PROVIDED AND INSTALLED BY G.C. AND FIRE TREATED AS REQUIRED. 8. ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON ARCH. DRAWINGS OR IN CONFLICT WITH MEP-FP DRAWINGS ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH-IN AND INSTALLATION. * ALL ROOF TOP EQUIPMENT SHOWN FOR REFERENCE ONLY.* *CONTRACTOR TO COORDINATE ALL MECHANICAL UNIT LOCATIONS AND PENETRATIONS WITH MEP AND ENGINEERING DRAWINGS AND VERIFY ANY ROOF FRAMING REINFORCING WITH STRUCTURAL ENGINEER. Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-130 BASEMENT REFLECTED CEILING PLAN NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) BASEMENT REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 EXTENT OF WORKEXTENT OF WORKNOT IN SCOPE EXISTING CEILING AND LIGHTING AT EXISTING RETAIL TENANT TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.) EXISTING CEILING TO REMAIN NEW GWB CEILING (1-HR RATED), PAINTED PNT-101 NEW GWB CEILING (1-HR RATED), PAINTED PNT-101 NEW GWB CEILING (2-HR RATED), PAINTED PNT-101 L48 L48 L48L48L48R1 NEW LINTEL AT NEW MASONRY OPENINGS, SEE STRUCTURAL ENGINEERING DRAWINGS FOR DETAILS (TYP.) L48 L48 L48 EXISTING CEILING TO REMAIN X1X1 X1X1SEE A-131 FOR LIGHTING ABOVE NEW 2-HR RATED ASSEMBLY ABOVE, SEE A-700 FOR DETAILS NOT IN SCOPE EXISTING CEILING AND LIGHTING AT EXISTING RETAIL TENANT TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.) L48 L48L48L48NEW GWB CEILING (1-HR RATED), PAINTED PNT-101 R1 OPEN TO ABOVE NOT IN SCOPE EXISTING CEILING AND LIGHTING AT EXISTING RETAIL TENANT TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.)EML-1EML-1EML-1EML-1EML-1EML-1EML-1 UP UP DN DN CRAWL SPACE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.41.35 2.25 21'-1 1/4"29'-7 7/8" 15'-11"NEW OPENINGNEW OPENINGNEW OPENING UP NEW ELEVATOR PIT CRAWL SPACE EXIST LOWER BASEMENT NEW ELECTRICAL ROOM SUMP PIT NEW MACHINE RM SUMP PIT STAIR #48 RISERS @ 6.375" = 51"1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 R5 NOTE: ALL NEW CEILINGS TO BE INSTALLED TIGHT TO UNDERSIDE OF EXISTING STRUCTURE (TYP.)L48L48 L48 NEW GWB CEILING (2-HR RATED), PAINTED PNT-101 L48 NEW GALVANIZED DECKING ABOVE, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS L48L48L48L48EML-1X1 X1 NEW GWB CEILING (1-HR RATED), PAINTED PNT-101 (TYP) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-131 FIRST FLOOR REFLECTED CEILING PLAN MAILBOXES TRASH/ RECYCLE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 HIGGINSON SQUAREESSEX STREET FOLLETT WAY CONC. PADALLEYWAY UP DN DN SHARED CORRIDOR LANDLORD EQUIPMENT CLOSET UP RESIDENCE LOBBY BENCH BENCH BENCH ELEVATOR NEW STAIR 2 TRASH AREA UP UP DN F.D. DN STAIR 3 AMAZON HUBUP STORAGE EXISTING STAIR FIRST FLOOR REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) EXISTING CEILING AND LIGHTING AT EXISTING RETAIL TENANT TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.) EXISTING CEILING AND LIGHTING AT EXISTING RETAIL TENANT TO REMAIN. NOTE: CONTRACTOR TO PATCH AND REPAIR ANY AREAS IMPACTED BY NEW CONSTRUCTION TO 'LIKE-NEW CONDITION' (TYP.)EML-1R1 R1 R5 R5 R5 R5 P5 P5 P5 R1 R1 R3R3 R1 R3R3 R3 EML-1EML-1EML-1EML-1R1 R1 R1 R1 EML-1EML-1R4 R4 R4 R4 SC2 SC2SC2SC2SC2SC2SC2SC2SC2X1 X1X1 X1 X1 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 R1R1 R1R1 R1 R1 SC3SC3 R5 R5 P6 P6P6 P6 NEW GWB CEILING - C.H. ± 13'-7 1/2"A.F.F (V.I.F.) PAINTED PNT-104 (1 HOUR RATED)NEW GWB SOFFIT @ ± 11'-7 1/2"A.F.F (V.I.F.)PAINTED PNT-22212'-3" (V.I.F.)1'-6" NEW 2-HOUR ASSEMBLY L36 AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217 - UNIT 206 217 - UNIT 205 217 - UNIT 204 TVW/DCOATS MECH TVMECH W/DCOATSMECH TVCLOSETCLOSET CLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP 221 - UNIT 201 CLOSETCLOSET COATSTV W/D MECH TV MECH COATSCLOSETW/D221 - UNIT 202 CLOSETTV 221 - UNIT 203 RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEARCOATS MECH CLOSET WDLINENCLOSET BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN LIVING LIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 BEDROOM 2 MASTER BEDROOM LIVINGKITCHEN KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM BATHROOM 2 MASTER BEDROOM BEDROOM 2 LIVING MASTER BATHROOM KITCHEN BATHROOM 2 MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM BATHROOM 2 LIVING BATHROOM EXIT SHAFT TO REMAIN STORAGE (TYP.) C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 P2 GWB SOFFIT @ ±9'-6" PAINTED PNT-102 SC1 R2EQ.EQ.EQ.EQ. R1 P3 P3 (ALIGN)EQ.EQ.CLP1 GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) P2 R2 R1 R1 SC1L36 L36R1 R1 R1 R1 R1 R12'-0"EQ . EQ .EQ .A/VUCUC EPC.H. ± 10'-7" A.F.F (V.I.F) PAINTED PNT-102 GFI / USB GFI GFIfcfcfcGFIGFI GFI GFIGFIL24 R2 SC1(ALIGN WITHSHOWER WALL)SECOND FLOOR REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1±1'-5 1/2"UL1UL1 UL1UL1GFI R1 GFIL36 P2 fc L36P2 fc R1 R2 SC1 GFIR1 L24A/VEP P1 P3 P3 R1 R1 R1 R1 R1 R1 R1 R1 R1 GFI / USB GFI GFI GFI GFI GFI fcR3 R3 R3 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R3 R3 R3 R1 R1 R1 P3 P3 P1 R1 R1 R1 R1 R1 P2 P2 R1 R2 SC1GFI R1 EP UC L24 fcfcL24 L24 fc L36A/VSC1GFI GFIR1 R2 GFI GFIGFI L36 P2 fc P2 fc L36SC1GFIGFI R2 R1 R2 R1 SC1 GFIR1 R1 R1 R1 P3 P3 R1 P1 R1 R1 EPGFI / USB GFI GFIGFI UC fcA/VR1 EP R1 R1R1 P1 R1 R1 R1 P3 P3 R1 fc P2 L36R2 R1 SC1GFISC1 GFIR2 R1 L36fcP2 L24R1 R1 R1UCUC GFI / USB GFI GFI GFIGFIEML-1EML-1EML-1EML-1EML-1F.E.C.F .E .C . X2 X2 X1 X1 X1X1X1L48 L48 EML-1 EML-1P5 P5 EML-1 EML-1 R1 R1 R1 R1 R1 R1 R1 R1 EML-1 NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 9'-6" A.F.F. (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-8" A.F.F (V.I.F.) PAINTED PNT-101fc GFIGFI GFI GFI / USB L24 L36 L36SC1GFIGFIR1 P2 fc P2 fc R1 R1 R1 R1 R1 R1 R1 R1 R1 P3 P3 P1 UC fcEPA/V R1 R1 R1 R1 GFI GFI / USB UC UC 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 11'-11"A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 9'-6" A.F.F. (V.I.F.) PAINTED PNT-101 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 EQ.EQ. 20 MIN.SMOKE PROTECTION SCREEN ABOVE SEE A-703 FOR SPECIFICATIONS 20 MIN.SMOKE PROTECTION SCREEN ABOVE SEE A-703 FOR SPECIFICATIONS GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) GWB CEILING @ 8'-6" A.F.F PAINTED PNT-104 GWB CEILING @ 8'-6" A.F.F PAINTED PNT-104 GWB CEILING @ 8'-6" A.F.F PAINTED PNT-104 GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP)2'-6"2'-0"2'-6"EQ. EQ. EQ.EQ. 2'-10" EQ.EQ.2'-3"EQ.EQ.2'-0"EQ.EQ. 1'-0" 1'-6" EQ. EQ. EQ.EQ. EQ.EQ.EQ.EQ.EQ.EQ.EQ. EQ. EQ. EQ.EQ.EQ.EQ.EQ. EQ.EQ. EQ.EQ. 1'-0" GWB CEILING PAINTED PNT-104 2'-0" 1'-10" 10" EQ.EQ.EQ.EQ.GWB CEILING PAINTED PNT-104 GWB CEILING PAINTED PNT-104 EQ.EQ. EQ.EQ.1'-9"EQ.EQ.EQ.EQ.EQ.EQ. EQ.EQ. 2'-7" 1'-8"1'-10"2'-8"EQ.EQ.2'-5"EQ.EQ. EQ.EQ. EQ.EQ. 2'-6" EQ.EQ. EQ.EQ.4'-4"2'-6"EQ.EQ.1'-4"EQ.EQ. 3'-10"1'-4"EQ.EQ. GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) EQ.EQ.EQ.EQ.EQ.EQ. EQ.EQ.EQ.EQ.EQ.EQ. EQ.EQ.2'-0"1'-11"5'-8" 2'-0" EQ.EQ. EQ.EQ. 1'-0" GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) R2R1L36 1'-8"2'-0"2'-0"EQ.EQ.L36L36 NEW GWB SOFFIT, HEIGHT TO ALIGN WITH BEAM ENCLOSURE, PAINTED PNT-102 A/V Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-132 SECOND REFLECTED CEILING PLAN These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects.Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign .com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS , SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK . REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME . DRAWINGS SHALL NOT BE SCALED . ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS , AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS , SAMPLES , CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION . ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION . EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS . THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES . DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS . 217-221 ESSEX STREET SALEM , MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-133 THIRD FLOOR REFLECTED CEILING PLAN C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 UP DN STAIR 2TV TV TV 217 HALLWAY 221 HALLWAY AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) DN EXISTING STAIR 1 ELEVATOR UP DN UP STORAGE CLOSET W/D MECH MECH COATS CLOSETCLOSETW/DCOATS CLOSET CLOSET 221 - UNIT 301 221 - UNIT 302 221 - UNIT 303 W/DMECH CLOSETCOATS LIVINGKITCHEN BATHROOM 1 BEDROOM 1 LIVING KITCHEN BATHROOM 1 BEDROOM 1 LIVINGBEDROOM 1 KITCHEN BATHROOM 1 BEDROOM 2 KITCHENLIVING MASTER BEDROOM BATHROOM 2 MASTER BATHROOM MASTER BATHROOM LIVING ROOM MASTER BEDROOM BEDROOM 2 BATHROOM 2 KITCHEN BATHROOM 2 BEDROOM 2 LIVING MASTER BEDROOM MASTER BATHROOM KITCHEN EXIT SHAFT TO REMAIN STORAGE (TYP.) OPEN TO ABOVE TV OPEN TO ABOVE TV OPEN TO ABOVE OPEN TO ABOVECLOSETMECHCOATSCLOSET LINEN COATS MECH CLOSET W/D W/D 217 - UNIT 306 217 - UNIT 305 217 - UNIT 304 UP TVOPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE MECH COATSUP W/D C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 L36 NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE . 2. ALL LIGHTING , BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER . AFTER COORDINATION , THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL . 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER . NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS . 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER . 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED . 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE . * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL . CEILING HT = 10'-0" +/- 221 - 5TH FL . CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING , IN BETWEEN JOISTS WHERE POSSIBLE . WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED , CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS . CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED . ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED , TYPICAL . CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS . ELECTRICAL LEGEND *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE ELECTRICAL LEGEND *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM . FINISH DOUBLE SIDED EXIT SIGN ALUM . FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT GENERAL LEGEND CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION s THREEWAY SWITCHs3 MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST C A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT CD SD THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE T *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 THIRD FLOOR REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 L36 GFI / USB s fcs R2 R1 s s EQ.EQ.GFIGFIGFI s UC GFI UCs s3 s3 s Cfc A/V EPL24 s T UL1 T sUL1 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-101 UL1EP EP SC1s R2 R1 s C GFISC1GFI GFIGFI fcfc fc GFI / USB C R2 R1 L24 s L24 s A/VA/V SC1s GFI GFIsT T sC CssT GFI GFIGFIGFI GFI GFI / USB UC UC ssC T sss s s ss C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-101 sC.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 7'-4" A.F.F (V.I.F.) PAINTED PNT-102 UC UC GFI GFI GFIs s ss3 s3 ss L24sL36sCLOSET CEILING: GWB @ ±8'-0" PAINTED PNT-101 (TYPICAL). STORAGE AREA ABOVE PAINTED PNT-101fc R2 SC1(ALIGN WITHSHOWER WALL)P2 GWB SOFFIT @ ±9'-6" PAINTED PNT-102 SC1±1'-5 1/2"R2EQ.EQ.EQ . R1 (ALIGN) P1 GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) P2 R2 R1 R1 SC1L36 L36R1 R1 R1 R1 R1 R12'-0"EQ . EQ .EQ .A/VUCUC EPC.H. ± 9'-6" A.F.F. (V.I.F) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F) PAINTED PNT-102 C C C GFI / USB GFI GFIsfcT fcTfc T GFIss s s ss s ss s s ssCD SD SD SD UL1UL1s s GFIR1 GFIL36 SD SD C P2 fc s sUCL36ss P2 C fc R1 R2 SC1GFI ssR1 ssA/VEP C P1 R1 R1 R1 R1 R1 R1 R1 CD R1 R1 s ss GFI / USB GFI GFI GFIGFIGFI GFI GFI fcT T T R3 R3 R3 R1 R1R1 R1 R1 R1 R1 R1 R1s3s3s EML-1EML-1EML-1F.E.C.X2 X1L48 L48 EML-1 P3 s EML-1 EML-1 R1 R1 R1 L48F.E .C . R1 R3 R3 R3 EML-1EML-1X1 X1X1 R1 R1 R1 R1 SD SD R1 R1 R1 P2 P3 P3 CD SD P2 P2 P3 P3 SD P4 P4 R1 R1 R1 R1 R1 R1 R1 SD R1R1 R1 R1 R1R1 R1 R1 R1 R1 R1 R1R1 R1R1 P3 P3 R1 R1 R1 R1 SD CD R1 R1 P1 R1 R1 CD CD R1 R1 P4 fcfc fcL24 SC1GFI sGFIGFIR1 R2sSC1 GFIs s L36 L36 C s s R1 R2 CCEP GFI GFI UC UC GFI / USB s P2 P2 s s s 3 s3s3s3sss GFIGFIT T T SD SD s C.H. ± 9'-6" A.F.F. (V.I.F) PAINTED PNT-101 C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 sR1 R1 R1 L36 L36 P3 GFI P3 P3EQ.EQ.CLUC 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 EQ . EQ .EQ.EQ.2'-8" 2'-9" 2'-4" EQ .EQ . EQ .EQ . EQ .EQ . EQ .EQ . 2'-6" EQ .EQ .2'-0"2'-6"2'-7" 1'-0" 2'-10" 1'-6" EQ .EQ .EQ.EQ.GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-7" A.F.F (V.I.F.) PAINTED PNT-101 EQ.EQ.EQ.EQ.3'-0"EQ.EQ.1'-4" EQ .EQ . EQ . EQ . EQ .EQ .2'-6"2'-0"2'-0"1'-10" EQ .EQ. EQ.EQ . 20 MIN.SMOKE PROTECTION SCREEN ABOVE SEE A-703 FOR SPECIFICATIONS 1'-0"EQ.EQ.GWB CEILING @ 8'-6" A .F.F PAINTED PNT-104 GWB CEILING @ 8'-6" A .F.F PAINTED PNT-104 GWB CEILING PAINTED PNT-104 GWB CEILING PAINTED PNT-104 EQ . EQ . EQ .EQ .2'-0"3'-2"2'-0"2'-0"4'-0"EQ.EQ.EQ.EQ. EQ.EQ. 2'-6" 4'-3" 1'-9" EQ .EQ . EQ.EQ.2'-0"2'-0"1'-8" EQ.EQ. 2'-7"2'-7"EQ.EQ.EQ.EQ.EQ .EQ . 1'-0" EQ.EQ. 2'-6" EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.3'-5"2'-0" 2'-0"2'-0"2'-0"2'-0"EQ.EQ. 2'-6" GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) GWB CEILING @ 8'-6" A .F.F PAINTED PNT-104 GWB CEILING @ 8'-6" A .F.F PAINTED PNT-104 EQ . A/V L36EQ .EQ . L36 SOFFIT @ ± 13'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 9'-0" A.F.F. (V.I.F) PAINTED PNT-101 GWB CEILING @ 9'-0" A .F.F PAINTED PNT-104 CF CF CF Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-134 THIRD FLOOR LOFT REFLECTED CEILING PLAN SOFFIT @ ± 13'-0" A.F.F (V.I.F.) PAINTED PNT-101 DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) EXISTING STAIR 1 DNBALCONY CLOSETCLOSET 217 - UNIT 306 LOFT 217 - UNIT 305 LOFT 217 - UNIT 304 LOFT CLOSETUP DN CLOSETCLOSET LINEN COATS DN BATHROOM 2 BATHROOM 2 BATHROOM 2 BEDROOM 2 BEDROOM 2 BEDROOM 2 P2 fcR2 R1 P4 fc C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 P4 SC1R2 R1 GFISC1GFI GFIGFI fcfc fc R2 R1 SC1GFI GFIP2 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" (V.I.F.) PAINTED PNT-101 P4 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-102 L24fcfc P2 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101fc L36L36 C.H. ± 15'-0" (V.I.F.) PAINTED PNT-101 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 THIRD FLOOR LOFT REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 P3 P3 R1 R1 R1R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 P3 P3 R1 R1 R1 R1 R1 EML-1 EML-1 R1 R1 R1 R1 R1 R1 R1 R1 NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 C.H. ± 15'-0" A.F.F (V.I.F.) PAINTED PNT-101 3'-11"2'-0"4'-0"2'-0"2'-0" SEE LIGHTING SCHEDULE IN A-133 FOR DETAILS GWB CEILING PAINTED PNT-104 4'-4" 2'-6" EQ.EQ.1'-10"2'-0" 2'-0"EQ.EQ.2'-0"3'-11"3'-9"3'-2"2'-0"2'-0" 1'-4"1'-4"5'-2"1'-9"2'-0"2'-0" 2'-0" 1'-10" 2'-0"EQ.EQ.2'-6"2'-4"SEE A-133 FOR LIGHTING LAYOUT SOFFIT @ ± 13'-0" A.F.F (V.I.F.)PAINTED PNT-1011'-5"1'-6"2'-4"CF CF CF Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-135 FOURTH FLOOR REFLECTED CEILING PLAN TV MECHCLOSET MECH COATSTVBEDROOM BATH LIVING CLOSETBATHROOM BEDROOM W/DW/DBATHROOM LIVING BEDROOM CLOSETW/DMECH COATSBATHROOMCLOSET BEDROOM W/DCOATS MECH 221 - UNIT 401 221 - UNIT 402 221 - UNIT 403 221 - UNIT 404 LIVING LIVING TV TV KITCHEN KITCHEN KITCHEN KITCHEN COATS CLOSET 221 HALLWAY PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) UPDN DN EXIT SHAFT TO REMAIN EXISTING STAIR 1 STAIR 2 ELEVATOR UP DN AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 STORAGE (TYP.) PROPOSED VERIZON EQUIPMENT ROOM ABOVE FOURTH FLOOR REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 L36L36L36 L36L36 A/V A/V A/V A/VEPEP EP R2 R1 GFISC1GFIC.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 L24L24L24P2 fc P2 fc P2 fc P2 fc P1 R1 R1 1'-10"EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ . R1 R1 R1 R1 EQ.EQ.EQ.EQ.EQ.EQ.2'-0" R1 R1 R1 R1 R1 R1 2'-0" R1 R1 R1 R1 R1 R1 R1 R1 EQ.EQ. R1 R1 R1 R1 R1 R12'-0"2'-0"C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP.) P1 R2 R1 R2SC1GFISC1GFI GFI GFISC1 GFIR2 R1 GFI R1 P1 P1 fcfcfcR1 R1 C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F) PAINTED PNT-102 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-4" A.F.F (V.I.F.) PAINTED PNT-101EPUL1UL1UL1 R3 R3 R3 R1 R1 R1 R1 R1 R1 EML-1EML-1EML-1 X2X2 X1L48 EML-1 EML-1 EML-1 L48 X2 F.E.C.F.E.C.R1 L48 L48 NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) fc GFI / USBGFI / USB GFI / USB R1 P3 P3 R1 P3 R1 P3 P3 P3 R1 R1 R1 R1 P3 R1 P3 GFI GFI / USB GFIGFIGFIGFIGFIGFIUC UC GFIGFI GFI GFI GFIGFIUC UC UC UCGFI GFIGFIUC UC GFI 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 EQ. EQ .EQ.EQ.2'-6"1'-10"2'-6" 2'-0"EQ.EQ.3'-2" 2'-7" GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP)1'-10"EQ.EQ.8" GWB AT BEAM ENCLOSURE PAINTED PNT-103 (TYP) EQ .EQ . 2'-6" EQ.EQ. EQ.EQ. GWB CEILING PAINTED PNT-104 GWB CEILING PAINTED PNT-104 GWB CEILING @ 9'-0" A.F.F PAINTED PNT-104 11" EQ.EQ.20 MIN.SMOKE PROTECTION SCREEN ABOVE SEE A-703 FOR SPECIFICATIONSEQ.EQ.EQ. EQ. EQ . EQ . EQ .EQ . EQ .EQ. EQ.EQ. 2'-6" EQ.EQ. EQ.EQ. EQ. EQ. EQ.EQ.EQ.EQ.EQ.EQ.2'-0"EQ.EQ. EQ.EQ.L36 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-136 FIFTH FLOOR REFLECTED CEILING PLAN AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) DN DN PROPOSED VERIZON EQUIPMENT ROOM 175 SF STAIR 2 EXISTING STAIR 1 221 HALLWAY ELEVATOR KITCHEN LIVINGCLOSET MECH COATSTVBEDROOM BATH KITCHEN LIVING CLOSETBATHROOM BEDROOM LINEN 221 - UNIT 501 221 - UNIT 502 W/DW/DCLOSET221 - UNIT 504 W/DMECH COATSCLOSETTV 221 - UNIT 503 W/DCOATS MECH TV MECH COATS TV DN DN DN DN EXIT SHAFT TO REMAIN STORAGE STORAGE DRY SPRINKLER FIFTH FLOOR REFLECTED CEILING PLAN Scale: 1/4" = 1'-0"1 L36L36L36 L36L36 A/V A/V A/V A/VEPEP EP R2 R1 GFISC1GFIC.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 L24L24L24P2 fc fc GFI / USBGFI / USB GFI / USB R1 P2 fc P2 fc P2 fc P1 R1 R1 2'-0"EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ . R1 P3 P3 R1 R1 R1R1 EQ.EQ.EQ.EQ.EQ.EQ.2'-0" R1 P3 R1 R1 R1 R1 R1 P3 P3 P3 2'-0" R1 R1 R1 R1 R1 R1 R1 R1 EQ.EQ. R1 R1 R1 R1 R1 R1 R1 R1 P3 R12'-0"R1 P3 GFI C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 P1 R2 R1 R2SC1GFISC1GFI GFI GFISC1 GFIR2 R1 GFI R1 GFI / USB GFIGFIP1 GFI P1 fcfcfcR1 R1 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 9'-0" A.F.F (V.I.F.) PAINTED PNT-102 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 C.H. ± 10'-0" A.F.F (V.I.F.) PAINTED PNT-101 GFIGFI GFIUC UC GFIGFI GFI EPUL1UL1 UL1UL1GFI GFIGFIUC UC UC UCGFI GFIGFIUC UC R3 R3 R3 R1 R1 R1 R1 R1 R1 EML-1EML-1EML-1 X2X2 X1L48 EML-1 EML-1 EML-1 L48 X2 F.E.C.F.E.C.R1 L48 L48 R1 R1 R1 NOTE: SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 NOTE: SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) SKYLIGHT GFI 1 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 EQ. EQ. EQ.EQ.2'-6"2'-0"2'-11" 2'-0"EQ.EQ.3'-2" 2'-7"1'-10"EQ.EQ. 8" EQ.EQ. EQ. EQ. EQ .EQ . 2'-6" EQ.EQ.EQ.EQ.GWB CEILING PAINTED PNT-104 GWB CEILING @ 8'-6" A.F.F PAINTED PNT-104 GWB CEILING @ 8'-6" A.F.F PAINTED PNT-104 EQ . EQ . EQ .EQ . EQ.EQ .EQ.EQ. 2'-6" EQ.EQ.2'-0"20 MIN.SMOKE PROTECTION SCREEN ABOVE SEE A-703 FOR SPECIFICATIONS 11" EQ.EQ. EQ.EQ.EQ.EQ.EQ.EQ.EQ. EQ. EQ.EQ. EQ.EQ. EQ.EQ. GWB CEILING PAINTED PNT-104 NEW GWB SOFFIT @ UNDERSIDE OF NEW STRUCTURAL REINFORCING TO BE PAINTED PNT-101 NOTE: SEE A-137 FOR LIGHTING @ ROOF NEW GWB SOFFIT @ UNDERSIDE OF NEW STRUCTURAL REINFORCING TO BE PAINTED PNT-101 NEW ROOF ACCESS HATCH ABOVE EXISTING SKYLIGHT ABOVE NEW GWB "LIGHT SHAFT" UNDER PORTION OF EXISTING SKYLIGHT NOTE: CONTRACTOR TO COORDINATE ALL POWER / LIGHTING REQUIREMENTS FOR "VERIZON ROOM" DIRECTLY WITH OWNER 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 SEE FIRE PROTECTION PLANS FOR SPRINKLER LAYOUT GENERAL NOTES: 1.SEE A-137 FOR LIGHTING SCHEDULE. 2. ALL LIGHTING, BATHROOM FIXTURES AND ACCESSORIES ARE TO BE DIRECTLY COORDINATED WITH THE OWNER. AFTER COORDINATION, THE CONTRACTOR TO SUBMIT LIGHTING SPECIFICATIONS TO THE ARCHITECT FOR APPROVAL. 4. ALL ELECTRIC DEVICES SHALL BE DIRECTLY COORDINATED WITH THE OWNER. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL FROM OWNER ON ALL DEVICE LOCATIONS. 5. ALL RESIDENTIAL UNITS TO BE PROVIDED WITH CONNECTIONS SOUND SYSTEM AS SPECIFIED BY OWNER. 6. CONTRACTOR TO PROVIDE 240V OUTLET AT WASHER / DRYER LOCATIONS AS REQUIRED. 7.CEILING HEIGHTS BELOW INDICATE INSTALLATION TIGHT TO UNDERSIDE OF EXISTING STRUCTURE. * CONTRACTOR TO VERIFY ALL CEILING HEIGHTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES: 221 - 2ND FL. CEILING HT = 11'-11" +/- 221 - 3RD FL. CEILING HT = 10'-7" +/- 221 - 4TH FL. CEILING HT = 10'-0" +/- 221 - 5TH FL. CEILING HT = 10'-0" +/- (SLOPED) 8. SPRINKLER LINES TO BE INSTALLED ABOVE FINISH CEILING, IN BETWEEN JOISTS WHERE POSSIBLE. WHERE PENETRATIONS TO FLOOR/CEILING FRAMING IS REQUIRED, CONTRACTOR TO SISTER/REINFORCE FRAMING PRIOR TO CORING PENETRATIONS. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER PRIOR TO REINFORCING 9. CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS PANELS REQUIRED. ALL ACCESS TO BE FIRE RATED AS REQUIRED AS PER THE ASSEMBLY IN WHICH THEY ARE LOCATED, TYPICAL. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS IN COORDINATION WITH SCOPE OF WORK AND PROVIDE WORK PLAN OF PROPOSED LOCATIONS. *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER TYPICAL "PUCK LIGHT" WET LOCATION "PUCK LIGHT"R2 R1 R3 GIMBEL FIXTURE *ALL FIXTURES ARE TO BE COORDINATED WITH THE OWNER SINGLE SIDED EXIT SIG ALUM. FINISH DOUBLE SIDED EXIT SIGN ALUM. FINISH X2 X1 F.E.C. FIRE EXTINGUISHER CABINET EML EMERGENCY LIGHT CENTERLINE OF FIXTURES SOFFIT (SEE PLAN FOR HEIGHT) CORRIDOR / LOFT MEZZANINE (SEE PLAN FOR HEIGHT) R4 NEW EXTERIOR RECESSED FIXTURE NEW CEILING AT BASEMENT VANITY WALL SCONCESC1 P1 LIVING ROOM PENDANT BEDROOM PENDANT P2 P3 P4 P6 TRASH ROOM PENDANT LOFT ENTRY PENDANT KITCHEN ISLAND PENDANT R5 STAIR RECESSED FIXTURE NEW EXTERIOR WALL SCONCE SC2 DOUBLE DUPLEX RECEPTACLE SWITCH CAT 5 FOR TELEVISION CONNECTION THREEWAY SWITCH MEDIA TERMINATION CABINET USB / RECEPTACLE COMBO WITH GROUND FAULT INTERUPTER BATHROOM EXHAUST A/V L24 L36 L48 LED LIGHT BAR - CLOSETS UL1 UNIT ENTRY SCONCE fc FAN COIL UNIT THERMOSTAT COMBINATION DETECTOR SMOKE DETECTOR EP KITCHEN UNDER CABINET LIGHTING UC UNIT ELECTRICAL PANEL GFI / USB GFI DOUBLE RECEPTACLE WITH GROUND FAULT INTERUPTER DUPLEX RECEPTACLE *FIXTURES SHOWN AS DASHED AT LOFT'S ENTRY FLOOR IF ON CEILING ABOVE LOBBY SCONCE SC3 SEE CONSTRUCTION PLANS FOR FIRE RATING OF ALL MECHANICAL SHAFTS/CHASES LED LIGHT BAR - CLOSETS LED LIGHT BAR - STAIRWELLS P5 LOBBY PENDANT 217 - 2ND FL. CEILING HT = 10'-8" +/- 217 - 3RD FL. CEILING HT = 15'-0" +/- (SLOPED) AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 EXISTING GENERATOR NEW R.D. NEW R.D. NEW R.D. NEW R.D. DN DN *CONTRACTOR TO PROVIDE ARCHITECT WITH LIGHTING CUT SHEETS FOR APPROVAL PRIOR TO ORDERING ANY LIGHTS. *ALL LIGHTING FIXTURES, CONTROLS AND ACCESSORIES TO BE VERFIED WITH OWNER PRIOR TO WIRING / PURCHASE. NO WORK SHALL COMMENCE WITHOUT THE WRITTEN APPROVAL OF OWNER ON ALL DEVICE LOCATIONS. *CONTRACTOR TO COORDINATE AND INSTALL ALL DRIVERS / TRANSFORMERS REQUIRED FOR DIMMING OF LED LIGHTING. *CONTRACTOR TO PROVIDE APPLIANCE SPECIFIC RECEPTACLES AS SPECIFIED IN ELECTRICAL ENGINEERING DRAWINGS. *CONTRACTOR TO SUBMIT SPRINKLER SHOP DRAWINGS FOR ARCHITECT REVIEW AND COORDINATION PRIOR TO COMMENCING WORK. *ALL EXTERIOR LIGHTING TO BE INSTALLED ON TIMECLOCK AND MOTION SENSOR *ALL CORRIDOR LIGHTING TO BE INSTALLED ON OCCUPANCY SENSORS *CONTRACTOR TO PROVIDE ALTERNATE PRICING FOR MOTION SENSORS AT UNIT COSETS IN LIEU OF SWITCHES DEPICTED ON CEILING PLANS *CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOXES AS REQUIRED TO MAINTAIN FIRE RATED ASSEMBLIES *SEE ELECTRICAL ENGINEERING DRAWINGS FOR INTERCOM SPECIFICATIONS. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS AT EXTERIOR OF LOBBY AND DWELLING UNITS. DESIGNATION TYPE LOCATION MANUFACTURER MODEL NUMBER SIZE LAMP TYPE VOLTS FINISH DIMMING FIRE RATING REQ'D NOTES/ACCESSORIES R1 SURFACE MOUNT VARIES WAC LIGHTING FM-05SQ - 930 - 12W - 1030 - BZ 5" SQUARE LED 3000K - 90 (12W)120-277 VAC BRONZE ELV: 100-5%YES*INSTALLED WITH FIRE RATED JUNCTION BOX R2 SURFACE MOUNT SHOWERS / TUBS WAC LIGHTING FM-05SQ - 930 - 12W - 1030 - BZ 5" SQUARE LED 3000K - 90 (12W)120-277 VAC BRONZE ELV: 100-5%YES*INSTALLED WITH FIRE RATED, WATER TIGHT JUNCTION BOX R3 SURFACE MOUNT HALLWAY - ACCENT WALLS DMF LIGHTING DRDH-N-JS-DRD2M-7-9-30 4" SQ LED 3000K - 10.8 W 120-277 VAC WHITE ELV: 100-5%YES*WALL WASH TRIM: DRD2T-S-JS-W-WH R4 RECESSED EXTERIOR WAC LIGHTING R4DSDN-F-930-WT 4" SQ LED 3000K - 12W 120/277V WHITE ELV: 100-5%NO WET RATED FOR EXTERIOR USE : INSTALLED ON TIME CLOCK R5 RECESSED WAC LIGHTING R4ERAR 4"LED 3000K - 12W 120-277 VAC WHITE ELV: 100-5% P1 PENDANT UNIT LIVING ROOMS MODERN FORMS PD-55735-SL 35"Ø LED 3600K - 41W 120V SILVER LEAF / WHITE Y YES CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOX P2 PENDANT UNIT BEDROOMS REJUVENATION A1091 18"W x 9 1/2"H (150W)LACQUERED POLISHED BRASS Y YES CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOX P3 PENDANT UNIT KITCHENS REJUVENATION A3240 13.035"Ø (75W)OIL-RUBBED BRONZE Y YES CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOX P4 PENDANT LOFT ENTRIES REJUVENATION A0164 24"W x 16"H (150W)MATTE WHITE Y YES CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOX P5 PENDANT RESIDENCE LOBBY REJUVENATION A0164 24"W x 16"H (150W)AGED BRASS / MATTE COBALT SHADE Y YES CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOX P6 PENDANT TRASH ROOM ELK LIGHTING 60014 - 1 16"W x 16"D x 13"H AGED BRONZE FINISH Y YES CONTRACTOR TO INSTALL FIRE RATED JUNCTION BOX L24 SURFACE MOUNT CLOSETS CORONET LP-LED-2-30-LTG1-UNV-DB-W-SM 2' WALL WRAP LED 3000K (15W)120-277V WHITE 0-10V NO GC TO PROVIDE ADD/ ALT FOR SENSORS INSTEAD OF SWITCHES L36 SURFACE MOUNT CLOSETS CORONET LP-LED-3-30-LTG1-UNV-DB-W-SM 3' WALL WRAP LED 3000K (22W)120-277V WHITE 0-10V NO GC TO PROVIDE ADD/ ALT FOR SENSORS INSTEAD OF SWITCHES L48 SURFACE MOUNT EGRESS STAIRS COLUMBIA LIGHTING CSL4-4035 4' LENSED STRIP LED 3500K (40W)120-277V WHITE 0-10V NO FROSTED ACRYLIC LENS SC1 SCONCES BATHROOM VANITY TECH LIGHTING 700BCALDYZ-LED830 26" W LED 3000K (20W)120-277V ANTIQUE BRONZE (Z)Y NO SC2 SCONCES EXTERIOR TECH LIGHTING 700OWTEG-830-18-NN-C-B-UD-UNV 5" W X 18" H LED 3000K (29.9 W EQUIV.)120-277V BLACK Y INSTALLED ON TIMECLOCK / MOTION SENSOR SC3 SCONCES RESIDENCE LOBBY REJUVENATION A6521 (40W)MATTE WHITE FLM1 REJUVENATION UNDERSIDE STAIRS REJUVENATION A0921 10"Ø 3000K (15W)OIL-RUBBED BRONZE Y UC UNDERCABINET LIGHTING KITCHEN WAC LIGHTING LS-LEDXX-W-WT VARIES LED 2700K 120V 60 HZ WHITE ELV NO LED UNDERCAB. RUN LENGHTS & ACCESSORIES PER DRAWINGS EBL-1 EMERGENCY LIGHTING CORRIDORS / STAIRS EXITRONIX NFT- HO - W - G2 12.1"W x 5.5" H LED 120V WHITE SEE ELECTRICAL ENGINEERING DRAWINGS EBL-2 EMERGENCY LIGHTING EXTERIOR HUBBELL OUTDOOR LIGHTING SG1-20-3K7-FT-120-BLT-SCP 4.19" x 7.80" x 6.61"(2) LED 3000K 120-277 V BLACK MATTE NO NO SEE ELECTRICAL ENGINEERING DRAWINGS EXIT EXIT SIGNS CORRIDORS / STAIRS EXITRONIX S903- WB-SR- RM-BA 13"W x 9.63"H LED 120V BRUSHED ALUMINIUM NO NO SEE ELECTRICAL ENGINEERING DRAWINGS - MIRRORED FACE, RED LETTERS CF CEILING FAN / PENDANT LOFT LIVING ROOMS BIG ASS FANS S3150-X2-AB-0402-C-01-F258 (HAIKU)60" Ø LED MATTE BLACK ALUM.Y N 0-10V WALL MOUNT CONTROLS, UNIVERSAL FIXTURE MOUNT, LED LIGHT KIT * FIRE RATED BOXES AT DROPPED CEILING LOCATIONS ARE NOT REQUIRED ROOF REFLECTED CEILING PLAN Scale: 1/8" = 1'-0"1 EML-2 EML-2 EML-2EML-21 A-350 1 A-350 A-352 1 A-352 1 1 A-351 1 A-351 1 A-300 1 A-302 1 A-301 1 A-303 ENLARGED LOBBY PLAN & ELEVATIONS A-200 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ELEVATOR P5 P5 FIRST FLOOR 0'-0" A.F.F. FLM-1 MAILBOXES TRASH/ RECYCLE ALLEYWAY LANDLORD EQUIPMENT CLOSET UP RESIDENCE LOBBY ELEVATOR UP UP DN STAIR 3 AMAZON HUBB.O. LOBBY CEILING 13'-7 1/2" A.F.F. EXISTING BRICK TO BE PAINTED (PNT-223) 3'-6"MAX.ELEVATOR 7'-6" A.F.F(72" MIN.)GL 2 NEW FLOOR -3'-6" A.F.F. GL 2 ENLARGED LOBBY PLAN Scale: 1/4" = 1'-0"1 A D B C EF3'-6"SECOND FLOOR (221) 14'-11 1/2" A.F.F. BASEMENT -9'-3" A.F.F. E F EF E F P5 P5 P5 P5 22 20 22 OO N ENLARGED LOBBY ELEVATION Scale: 1/4" = 1'-0"1A ENLARGED LOBBY ELEVATION Scale: 1/4" = 1'-0"1B ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1C ENLARGED LOBBY ELEVATION Scale: 1/4" = 1'-0"1D ENLARGED LOBBY ELEVATION Scale: 1/4" = 1'-0"1E ENLARGED LOBBY ELEVATION Scale: 1/4" = 1'-0"1F FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL 6" OAK BASE STAINED (STAIN-1) (TYP.) 6" OAK BASE STAINED (STAIN-1) (TYP.) PNT-222 PNT-222 PNT-224 PNT-222 PNT-222 PNT-222 PNT-222AMAZON HUBAMAZON HUB 6"4'-0"BACK LIT METAL SHEETS WITH LASER CUT LETTERS 4'-0" CL-1 CL-18'-0"ARTWORK P5 PNT-222 P5 PNT-225PNT-222 3D WOODEN BLOCK ARTWORK AMAZON HUBPROPOSED ARTWORK LOCATION PROPOSED ARTWORK LOCATION PNT-222 PNT-224 TRASHRECYCLEMAILBOXES 43" TV PNT-224 PNT-224 OAK PANEL STAINED (STAIN-1) MAILBOX MILLWORK W/ QUARTZ COUNTER (STN-3) COLOR: TURBINE GREY (6313) W/ 3/4" MITER EDGE CAESAR STONE 877.978.2789 SC3SC3 A A-702 B A-702 PNT-222 42" SURFACE MOUNT UNIVERSAL TOP SQUARE 2" STAINLESS STEEL (304) CABLE RAILING POSTS, FINISH: BLACK W/ IPE HANDRAIL (6001), POST FOOT COVER & 5/32" STAINLESS STEEL CABLE CONTRACTOR TO SUBMIT SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW & APPROVAL VIEWRAIL 866.866.8603 P5P5 STAINLESS STEEL HANDRAIL BRACKET, FINISH: BLACK W/ IPE HANDRAIL (6001) VIEWRAIL 866.866.8603 PNT-222 6" OAK BASE STAINED (STAIN-1) (TYP.) PNT-222 FIRST FLOOR 0'-0" A.F.F. STAIR STRINGERS TO BE PAINTED PNT-226 (TYP.) B.O. LOBBY CEILING 13'-7 1/2" A.F.F. NEW FLOOR -3'-6" A.F.F. SECOND FLOOR (221) 14'-11 1/2" A.F.F. BASEMENT -9'-3" A.F.F. 5" X 3/4" WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING (WD-1) RECESSED WALK OFF CARPET INCOGNITO (7069) COLOR: CRYPTIC (1845) J+J FLOORING GROUP 800.241.4586 4'-8"7'-0" VARIES (V.I.F.)3'-0"4'-0"4'-0"1'-11 1/4"5'-2"2'-2 1/2" (V.I.F.) 5/4" X 3/4" OAK BATTEN STAINED (STAIN-1) ATTACHED TO GWB PAINTED PNT-222 EXISTING BRICK WALL TO BE PAINTED (PNT-225) 3'-6"MAX.TRASH AND RECYCLE OAK CABINETRY STAINED (STAIN-1) W/ QUARTZ COUNTER (STN-3) COLOR: TURBINE GREY (6313) W/ 3/4" MITER EDGE CAESAR STONE 877.978.2789 3'-0"7'-6" A.F.F. (V.I.F.)6'-6" A.F.F. (MIN.)9'-10" 3'-1"3'-3"3'-1" 5/4" X 3/4" OAK BATTEN STAINED (STAIN-1) ATTACHED TO GWB SOFFIT (FACE & UNDERSIDE) PAINTED PNT-222 2'-0" (V.I.F.)R5 R5 FLM-1 QUARTZ COUNTER (STN-3) COLOR: TURBINE GREY (6313) W/ 3/4" MITER EDGE CAESAR STONE 877.978.2789 OPEN TO BEYOND PNT-225 PNT-225 PNT-225 EXISTING BRICK WALL TO BE PAINTED (PNT-223) GL 2 40 PNT-225 GWB PAINTED PNT-222 6" OAK BASE STAINED (STAIN-1) (TYP.) FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. 1/2" CDX PLYWOOD NAILER BEHIND GWB AT BATTEN LOCATIONS (TYP.) 1/2" CDX PLYWOOD NAILER BEHIND GWB AT BATTEN LOCATIONS (TYP.) NEW POST (REFER TO STRUCTURAL), PAINTED PNT-224 2'-3" (V.I.F.) NEW POST (REFER TO STRUCTURAL), PAINTED PNT-224 NEW HANGER FOR NEW STAIR TO BE PAINTED PNT-226 (TYP.) NOTE: AREA UNDER HALFWALL AND COUNTER OPEN TO BELOW FOR ADDITIONAL HEAD HEIGHT IN BASEMENT ENLARGED CORRIDORS PLANS & ELEVATIONS A-201 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 OPEN TO 221 HALLWAY OPEN TO 217 HALLWAYOPEN TO 221 HALLWAY OPEN TO 217 HALLWAY OPEN TO BEYOND OPEN TO BEYOND TRASH AREA DN F.D. DN OPEN TO BEYOND W/DCOATS MECHCOATSW/DDN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP MECH COATSW/DMECH MASTER BATHROOM KITCHEN BATHROOM 2 KITCHEN EXIT SHAFT TO REMAIN STORAGE (TYP.) NEW 2-HOUR RATEDACCESS PANEL DOOR:CENDREX PFI SERIES36"X36" 1 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. 1 FINISH FLOOR 0'-0" 18 FINISH FLOOR 0'-0" FINISH FLOOR 0'-0" B.O. CEILING 9'-0" A.F.F. 1A 17 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. 1 FINISH FLOOR 0'-0" B.O. CEILING 9'-0" A.F.F. 1 LOWER FINISH FLOOR 0'-0" B.O. LOWER CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. 2F 2E 2G 2K 2H 2J 2A 2D 2B 2C ELEVATOR 7'-6" A.F.F(72" MIN.)3'-6"MAX.ELEVATOR 7'-6" A.F.F(72" MIN.)NEW FLOOR -3'-6" A.F.F. ENLARGED TRASH AREA PLAN Scale: 1/4" = 1'-0"1 1A 1D 1B 1C FIRST FLOOR 0'-0" A.F.F. GL 2 P6 P6 P6 P6 P6 ENLARGED LOBBY PLAN Scale: 1/4" = 1'-0"1A ENLARGED LOBBY PLAN Scale: 1/4" = 1'-0"1B ENLARGED LOBBY PLAN Scale: 1/4" = 1'-0"1C ENLARGED LOBBY PLAN Scale: 1/4" = 1'-0"1D 22 23 YYY P6 P6 P6 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-221 PNT-221 2L 2M 19 PNT-221 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F.4'-0" A.F.FPNT-221 PNT-221 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. OPEN TO BEYOND PNT-221 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.4'-0" A.F.F1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)PNT-220 ENLARGED FLOOR PLAN - 2ND FLOOR CORRIDOR Scale: 1/4" = 1'-0"2 ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2A ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2B ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2C ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2D ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2E ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2F ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2H ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2J ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2K ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2G ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2L ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2M UL1 XXX 5'-0"A.F.F.GWB PAINTED PTN-227 LIGHT GRAY FRP WITH "J" CLIP AT TERMINATIONS MARLITE STANDARD FRP SMOOTH SURFACE - S 490N SMOOTH LIGHT GRAY 6" ROLLED SANITARY BASE, (EPX-1) NEW POLYCRETE MDB (EPX-1) FLOOR FINISH (GREY) TO BE PITCHED TO DRAIN. NOTE: CONTRACTOR TO FEATHER FLOOR AT 1:50 (MAX) TO MEET EXISTING DOOR HEIGHT. 6" ROLLED SANITARY BASE, (EPX-1)3'-4" A.F.F3'-4" A.F.FUL1 XXX 5'-0"A.F.F.UL1 XXX 5'-0"A.F.F.PEEPHOLE MOUNTED 60" ABOVE THE FLOOR 5'-0" A.F.F.5'-0" A.F.F.5'-0" A.F.F.UL1 XXX 5'-0"A.F.F.5'-0" A.F.F.5'-0" A.F.F.1 5'-0" A.F.F.PROPOSED ARTWORK LOCATION (PRIMARY) EML-1 8'-0" A.F.F.PROPOSED ARTWORK LOCATION (PRIMARY) PROPOSED ARTWORK LOCATION (SECONDARY) PROPOSED ARTWORK LOCATION (SECONDARY) EML-1 8'-0" A.F.F.7'-0" A.F.FEML-1 8'-0" A.F.F.EML-1 8'-0" A.F.F.NEW STAIRS WITH STAINED OAK RISERS & TREADS, SEE STAIR DETAILS FOR SPECIFICATIONS F.E.C 4'-0" A.F.FF.E.C 4'-0" A.F.F2'-10"1'-0" E.Q.E.Q. 1'-0"1'-5 1/2"(V.I.F.)1'-5 1/2"(V.I.F.)2'-10"2'-10"1'-0" 1'-0"1'-5 1/2"(V.I.F.)2'-10"2'-10"2'-10"PNT-221 CONCEALED TRACK FOR SMOKESHIELD, SEE A-703 FOR DETAILS PNT-221 CONCEALED TRACK FOR SMOKESHIELD, SEE A-703 FOR DETAILS B.O. CEILING 8'-6" A.F.F. B.O. CEILING 9'-0" A.F.F. FINISH FLOOR 1'-5 1/2" B.O. CEILING 9'-11 1/2" A.F.F. LOWER FINISH FLOOR 0'-0" B.O. LOWER CEILING 8'-6" A.F.F. FINISH FLOOR 1'-5 1/2" B.O. CEILING 9'-11 1/2" A.F.F.7'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.SEMI-RECESSED FIRE EXTINGUISHER CABINET TO BE FIRE RATED IN ACCORDANCE WITH WALL ASSEMBLY IN WHICH IT IS LOCATED SEMI-RECESSED FIRE EXTINGUISHER CABINET TO BE FIRE RATED IN ACCORDANCE WITH WALL ASSEMBLY IN WHICH IT IS LOCATED PNT-227 PNT-227 PNT-227 PNT-227 PNT-228 PNT-228PNT-228 PNT-228 PNT-228 PNT-228 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 17'-1 1/2" A.F.F. NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY 6 3'-6"MAX.19A EML-1 8'-0" A.F.F.FA.P 4'-6" A.F.FFA.P FA.P 4'-0" A.F.FUNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) ENLARGED CORRIDORS PLANS & ELEVATIONS A-202 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 FA.P B.O. CEILING 8'-6" A.F.F. OPEN TO 221 HALLWAY OPEN TO 217 HALLWAY ELEVATOR OPEN TO 221 HALLWAY OPEN TO 217 HALLWAY PNT-221 ENLARGED FLOOR PLAN - 4TH & 5TH FLOOR CORRIDOR Scale: 1/4" = 1'-0"2 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2A ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2B ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2C ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2D FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2E FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"2F MECHW/DW/DMECHW/DCOATS MECH KITCHEN COATS CLOSET 221 HALLWAY UPDN DN EXIT SHAFT TO REMAIN EXISTING STAIR 1 STAIR 2 ELEVATOR UP DN NEW 2-HOUR RATEDACCESS PANEL DOOR:CENDREX PFI SERIES36"X36" STORAGE (TYP.) PROPOSED VERIZONEQUIPMENT ROOM ABOVE 2A 2D 2B 2C 2F 2E 20 18 1 11 20193'-6"MAX.7'-6" A.F.F(72" MIN.)FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. ENLARGED FLOOR PLAN - 3RD FLOOR CORRIDOR Scale: 1/4" = 1'-0"1 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. 119 FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-6" A.F.F. 1 1E 1F 1G 1K 1H 1J FINISH FLOOR 0'-0" ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1A ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1B ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1C ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1D ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1G ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1H ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1J ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1K ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1F 1A 1D 1B 1C OPEN TO BEYOND 1 4'-0" A.F.F4'-0" A.F.FUP DN +6" ±0" +6"FLOORSLOPED 1:20DN UP DN W/D W/D W/D UP UP W/D NEW 2-HOUR RATEDACCESS PANEL DOOR:CENDREX PFI SERIES36"X36" PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 PNT-220 ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1E PNT-220 PNT-220 PNT-221 PNT-221 PNT-221 PNT-221 F.E.C 4'-0" A.F.FUL1 XXX 5'-0"A.F.F.UL1 XXX 5'-0"A.F.F.UL1 XXX 5'-0"A.F.F.5'-0" A.F.F.5'-0" A.F.F.5'-0" A.F.F.5'-0" A.F.F.5'-0" A.F.F.5'-0" A.F.F.UL1 XXX 5'-0"A.F.F.UL1 XXX 5'-0"A.F.F.PNT-221 PNT-221 PNT-221 PNT-221 1'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q. E.Q.E.Q. E.Q.E.Q. PROPOSED ARTWORK LOCATION (PRIMARY) PROPOSED ARTWORK LOCATION (SECONDARY) PROPOSED ARTWORK LOCATION (SECONDARY) EML-1 8'-0" A.F.F.EML-1 8'-0" A.F.F.UL1 XXX 5'-0"A.F.F.2'-10"CONCEALED TRACK FOR SMOKESHIELD, SEE A-703 FOR DETAILS LOWER FINISH FLOOR 0'-0" B.O. LOWER CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-10" A.F.F. LOWER FINISH FLOOR 0'-0" B.O. LOWER CEILING 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 8'-10" A.F.F.7'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.SEMI-RECESSED FIRE EXTINGUISHER CABINET TO BE FIRE RATED IN ACCORDANCE WITH WALL ASSEMBLY IN WHICH IT IS LOCATED PNT-228 PNT-228 PNT-228 PNT-228 PNT-228 PNT-228 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS7'-6" A.F.F.PNT-220 NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY 6 F.E.C 4'-0" A.F.FEML-1 8'-0" A.F.F.F.E.C 4'-0" A.F.FEML-1 8'-0" A.F.F.OPEN TO BEYOND 2'-10"18 FINISH FLOOR 0'-0" ELEVATOR 7'-6" A.F.F(72" MIN.)PNT-220 PNT-220 F.E.C 4'-0" A.F.FEML-1 8'-0" A.F.F.PROPOSED ARTWORK LOCATION (SECONDARY) PROPOSED ARTWORK LOCATION (SECONDARY) PNT-220 CONCEALED TRACK FOR SMOKESHIELD, SEE A-703 FOR DETAILS B.O. CEILING 8'-6" A.F.F.7'-6" A.F.F.7'-6" A.F.F.4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 3'-6"MAX.19A B.O. CEILING 9'-0" A.F.F. PNT-221 PNT-220 PNT-220 5'-0" A.F.F.5'-0" A.F.F.1 1 UL1 XXX 5'-0"A.F.F.UL1 XXX 5'-0"A.F.F.1'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q.E.Q.E.Q. PROPOSED ARTWORK LOCATION (PRIMARY) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-221 5'-0" A.F.F.1 UL1 XXX 5'-0"A.F.F.PNT-221 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 9'-0" A.F.F. B.O. CEILING 9'-0" A.F.F. 1:20 MAX SLOPE BEYOND 10'-0" 1:20 MAX SLOPE 10'-0" 1:20 MAX SLOPE FA.P 4'-6" A.F.FFA.P FA.P UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) UNIT ENTRY SIGNAGE, SEE A-600 FOR DETAILS (TYP.) STAIR 2 LANDING 221 HALLWAY 217 HALLWAY STORAGE EXISTING SHAFT TO REMAIN 3RD FLOOR 217 +3" (V.I.F.) 3RD FLOOR 221 +0" (V.I.F.) 1:20 MAX. SLOPE LINE INDICATES EXTENTS OF BUILT-UP FLOOR, SEE A/A-202 FOR DETAILS BUILT-UP FLOOR ±0'-6" (V.I.F.) A NEW BUILT UP FLOOR, SEE DETAIL "A" FOR DETAILS SEMI-RECESSED FIRE EXTINGUISHER CABINET TO BE FIRE RATED IN ACCORDANCE WITH WALL ASSEMBLY IN WHICH IT IS LOCATED NEW BUILT UP FLOOR, SEE DETAIL "A" FOR DETAILS A NOTE: FIFTH FLOOR HAS ADDITIONAL CLOSET DOORS, SEE A-116 19A STAIR 2 LANDING DETAIL @ 3RD FLOOR Scale: 2" = 1'-0"A 3RD FLOOR (221) FINISH FLOOR (V.I.F.)6" V.I.F.STAIR 2 LANDING (V.I.F.) EXISTING FLOOR FRAMING TO REMAIN NEW 2 X FRAMING @ 16" O.C. (CONTRACTOR TO VERIFY HEIGHT OF FINISH FLOORS) NEW 1" T&G PLYWOOD SUBFLOOR NEW ENGINEERED HARDWOOD FLOORING (WD-1) EXISTING SUBFLOOR TO REMAIN ENLARGED CORRIDORS PLANS & ELEVATIONS A-203 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 B.O. DECK 13'-8" A.F.F. (V.I.F.) B.O. DECK 13'-8" A.F.F. (V.I.F.) B.O. DECK 13'-8" A.F.F. (V.I.F.) B.O. DECK 13'-8" A.F.F. (V.I.F.) EXISTING OAK WAINSCOTING AND HANDRAIL TO BE CLEANED, REPAIRED AND REFINISHED TO LIKE NEW CONDITION EXISTING OAK WAINSCOTING AND HANDRAIL TO BE CLEANED, REPAIRED AND REFINISHED TO LIKE NEW CONDITION ENLARGED FLOOR PLAN - FIRST FLOOR SHARED CORRIDOR Scale: 1/4" = 1'-0"1 FIRST FLOOR 0'-0" 25 ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1A 1A 1D 1B 1C A F.F.L. = 0' - 0" UP DN UP B C 1.35 1.4 2.1 AA BB CC A-352 1 A-352 1 25 26 30 FIRST FLOOR 0'-0" ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1B 1.4 B FIRST FLOOR 0'-0" 26 ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1C 1.4 FINISH FLOOR 0'-0" ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1D B 1E 1F BB CC FIRST FLOOR 0'-0" B.O. CEILING 15'-3" A.F.F. (V.I.F.) SECOND FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1E BB CC FIRST FLOOR 0'-0" B.O. CEILING 15'-3" A.F.F. (V.I.F.)SECOND FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1F EXISTING FIRE ALARM PANELS, SEE FIRE PROTECTION PLANS FOR DETAILS PNT-223 PNT-223 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL 1 A-701 1G 1J 1H 27 28 29 FIRST FLOOR 0'-0" B.O. CEILING 13'-8" A.F.F. (V.I.F.) ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1G FIRST FLOOR 0'-0" B.O. CEILING 13'-8" A.F.F. (V.I.F.) ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1H FIRST FLOOR 0'-0" B.O. CEILING 13'-8" A.F.F. (V.I.F.) ENLARGED CORRIDOR ELEVATION Scale: 1/4" = 1'-0"1J 27 C C NEW 90 MIN FIRE RATED METAL DOOR AND FRAME PAINTED TYPICAL, SEE A-700 FOR DETAILS A-700 1 SEE A-701 FOR STAIR DETAILS (TYP.) 29 CONTRACTOR TO INSTALL (2) NEW LAYERS OF 5/8" TYPE A GWB, SEE 6/A -500 FOR DETAILS CONTRACTOR TO INSTALL (2) NEW LAYERS OF 5/8" TYPE A GWB, SEE 6/A -500 FOR DETAILS 2 HOUR RATED PARTITION (4) LAYERS 5/8" TYPE X GWB, PAINTED (TYPICAL) 26 7'-6" A.F.F.NEW 90 MIN FIRE RATED METAL DOOR AND FRAME (PAINTED), SEE A-700 FOR DETAILS FA.P 4'-6" A.F.FEXISTING GWB WALL TO BE CLEANED, PATCHED AND PAINTED PNT-222 EXISTING GWB WALL TO BE CLEANED, PATCHED AND PAINTED EXISTING GWB WALL TO BE CLEANED, PATCHED AND PAINTED EXISTING GWB WALL TO BE CLEANED, PATCHED AND PAINTED EXISTING BASEBOARD TO REMAIN (TYP.) EXISTING BASEBOARD TO REMAIN (TYP.) EXISTING DROP CEILING TO BE PATCHED TO LIKE NEW CONDITION (TYP.) NEW GWB WALL TO BE PAINTED NEW GWB WALL TO BE PAINTED PNT-223 PNT-223 NEW 90 MIN FIRE RATED METAL DOOR AND FRAME (PAINTED), SEE A-700 FOR DETAILS NEW 4 1/4" BASEBOARD TO BE PAINTED PNT-202 (TYP.), SEE A-600 FOR DETAILS PNT-223 NEW GWB WALL TO BE PAINTED (PNT-222) NOTE: SEE FIRE PROTECTION DRAWINGS FOR ALL FIRE ALARM DIVIDE LOCATIONS EXISTING STANDPIPE TO REMAIN EXISTING TILE FLOOR TO BE REPLACED IN KIND EXISTING WALK-OFF CARPET TO REMAIN FINISH CEILING (V.I.F.) PNT-222 PNT-222 PNT-222 FINISH CEILING (V.I.F.) FINISH CEILING (V.I.F.) FINISH CEILING (V.I.F.) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-220.1A UNIT 201 INTERIOR ELEVATIONS L.A.R. S-2 5'-0"TYP.E.Q.E.Q.OPEN TO BEYOND 2 P3 P3 11 P2 CWT-100 SC-1 PNT-210 H2 AAAAAAAA B.O. CEILING 11'-10" A.F.F. (V.I.F.) MASTER BEDROOM LIVING & DINING UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 1.2 1.3 UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 FINISH FLOOR 0'-0" C B B.O. CEILING 11'-10" A.F.F. (V.I.F.) UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 FINISH FLOOR 0'-0" B.O. BATHROOM CEILING 9'-6" A.F.F. UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 B.O. CEILING 11'-10" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 1.21.3 B.O. CEILING 11'-10" A.F.F. (V.I.F.) UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 FINISH FLOOR 0'-0" B.O. CEILING 11'-10" A.F.F. (V.I.F.) UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 FINISH FLOOR 0'-0" UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 OPEN TO BEYOND UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 B.O. CEILING 11'-10" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 11'-10" A.F.F. (V.I.F.) UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 FINISH FLOOR 0'-0" UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 FINISH FLOOR 0'-0" PNT-201PNT-201 PNT-201 P2 8'-6" A.F.F.(TYP.)P2 8'-6" A.F.F.(TYP.)P1 8'-6" A.F.F.(TYP.)BEDROOM 2 WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SC1 FINISH FLOOR 0'-0" PNT-210 MASTER BEDROOM P2 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 MASTER BATHROOM B.O. BATHROOM SOFFIT 10'-5" A.F.F. BEDROOM 2 P2 PNT-2018'-6" A.F.F.(TYP.)SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) BEDROOM 2 PNT-201 PNT-201 8'-6" A.F.F.(TYP.)6 LIVING & DINING P1 8'-6" A.F.F.(TYP.)COLUMNS TO BE PAINTED, PNT-203 (TYP.) 7 5 STORAGE FLOOR STRUCTURE T.O. STORAGE STRUCTURE 8'-6" A.F.F. P2 8'-6" A.F.F.(TYP.)BEDROOM 2 MASTER BEDROOM 7 PNT-201 PNT-20112 T.O. STORAGE STRUCTURE 8'-6" A.F.F. STORAGE FLOOR STRUCTURE 12 PNT-201 PNT-201 P2 8'-6" A.F.F.(TYP.)11 PNT-201 PNT-201 MASTER BEDROOM P2 STORAGE FLOOR STRUCTURE STORAGE FLOOR STRUCTURE T.O. STORAGE STRUCTURE 8'-6" A.F.F.4 1/4"TYP.8'-6" A.F.F.(TYP.)5 PNT-201 LIVING & DINING B PNT-103 PNT-201 11 B.O. KITCHEN SOFFIT 9'-6" A.F.F.P1 8'-6" A.F.F.(TYP.)LIVING & DINING 11 PNT-201 P3 8'-6" A.F.F.(TYP.)B P1 PNT-103 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 1.21.3 4 PNT-201 PNT-201 31 KITCHENUNIT ENTRY PNT-201 B.O. CEILING 11'-10" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-6" A.F.F. PNT-201 B.O. ENTRY CEILING 9'-6" A.F.F. FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-6" A.F.F. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)4" TYP.1'-6"(TYP.)6'-0" (TYP.) fc 1'-6"(TYP.)4'-0"MAX.(TYP.)4" (TYP.) E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)1'-6"(TYP.)4'-0"MAX.(TYP.)fc E.Q.E.Q. 6'-0" (TYP.)1'-6"(TYP.)3'-6"(TYP.)4" MIN.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)4" (TYP.)3'-6"(TYP.)8" MIN.4'-0"MAX.(TYP.)fc 1'-6"(TYP.)3'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. E.Q.E.Q.3'-6"(TYP.)3'-6"(TYP.)E.Q.E.Q. UNIT 201 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 FINISH FLOOR 0'-0" PNT-201 B.O. ENTRY CEILING 9'-6" A.F.F. SECONDARY BATHROOM E.Q.E.Q. 8" MIN.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) DOOR CASING TO BE PAINTED, PNT-204 (TYP.) A-502 9 (TYP.) A-502 9 (TYP.) A-502 9 (TYP.) E.Q.E.Q.E.Q.E.Q.3'-6"(TYP.)9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT B.O. CEILING 11'-10" A.F.F. (V.I.F.) NEW SILL & APRON PAINTED PNT-204 (TYP.) S-2 S-1 V-1 GWB SOFFIT PAINTED PNT-201 GWB SOFFIT PAINTED PNT-201 TVKEY PLAN 1.2 1.31.1 1.4 A B C 221 UNIT 201 1 2 3 4 56 7 89 10 11 12 A-220.1B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 201 ENLARGED BATHROOM PLANS & ELEVATIONS M-2 M-1 E.Q. STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL S-2 S-1 V-1 TH-1 SH-2 UNIT 201 SECONDARY BATHROOM UNIT 201 SECONDARY BATHROOM UNIT 201 SECONDARY BATHROOM UNIT 201 SECONDARY BATHROOM TH-1 H TH-4 TH-4 SH-2 T-1 SC-1 SC-1 CWT-100 SC-1 2B 2A 2D 2C FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) UNIT 201 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 4'-0"VANITY3'-0"3'-0"V.I.F.5'-0" SHOWER 4'-8"2'-0" VANITY 1'-6"1'-6"1'-8" V.I.F. 6'-8"3'-0"SHOWER10'-0"CFT-100 S-1 V-1 S-2 T-1 T-1T-1 TH-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D 5'-0" VANITY (V.I.F.) 3'-0"3'-0" SHOWER 1'-6"1'-6" 11'-0" V.I.F.5'-0"SHOWER1'-6 1/4"V.I.F.6'-11 1/8" V.I.F. 3'-10 3/8" V.I.F.6'-6 1/4"V.I.F.7 1/4"V.I.F.2'-0"VANITY5'-1 5/8"V.I.F.UNIT 201 MASTER BATHROOM S-1 S-2 V-2 T-1 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. SOFFIT ±10'-5" A.F.F. (V.I.F) B.O. CEILING ±11'-10" A.F.F. (V.I.F) SH-2 TH-1 SC-1 S-2 V-2 S-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CWT-100 CWT-100CWT-100 CWT-100 CFT-100 2'-10"TYP.6'-10"TYP.2'-0"TYP.6'-10"TYP.2'-10"TYP.6'-10"TYP.2'-10"TYP.6'-10"TYP.2'-0"TYP.PNT-210PNT-210 PNT-210 PNT-102 PNT-210 PNT-210 PNT-210 PNT-210 PNT-210 5 5 5 6 5 PNT-210 6 TH-2 TH-3 M-2 S-2 V-2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TH-2 3'-6"(TYP.)E.Q.E.Q. STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 2'-10"TYP.TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q.TH-3 5'-6"(TYP.)TH-1UNIT 201 MASTER BATHROOM UNIT 201 MASTER BATHROOM UNIT 201 MASTER BATHROOM UNIT 201 MASTER BATHROOM5'-6"(TYP.)E.Q.E.Q.TH-5SH-2 SH-2 CWT-100 TH-5 3'-6"(TYP.)E.Q.E.Q. SH-2 3'-6"(TYP.)7'-6"(TYP.)E.Q.E.Q.M-1B.O. REFLECTIVE SURFACE 3'-5"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.)TH-3TH-1 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) S-2 V-15'-6"(TYP.)E.Q.E.Q. INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.)3'-6"(TYP.)E.Q.E.Q.6" TYP.1'-6"(TYP.)6" TYP.1'-6"(TYP.)TH-3 5'-6"TYP.3'-6"(TYP.)E.Q.E.Q.E.Q.E.Q. 2'-4" TYP. CLEAR OPENING 3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL 3'-8"E.Q.E.Q.3'-8"RECESSED SHOWER NICHE (SN-1) 4" SN-1 SN-2 SN-1 SN-1 3'-8"3'-8"E.Q.E.Q. RECESSED SHOWER NICHE (SN-2) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SCH-2 @SHOWER NICHE PERIMETER CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER E.Q.E.Q.SN-2 SN-2 SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"1'-7 3/4"7'-6"SH-1 SH-2 SH-5 M-2 M-1 CONTRACTOR TO INSTALL RADIANT FLOOR HEATING AS PER ENGINEERING SPECIFICATIONS CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) T-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) NEW SILL & APRON PAINTED PNT-204 (TYP.) SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 201 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.1C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 RG MH-1 RF-1 S4 DW-1 RG MH-1 RANGE MICROWAVE DISHWASHER RF-1 REFRIGERATOR 1'-6"1'-6"3/4"2'-2"2'-1"1 1/4"2'-6 1/4"4 1/2"1'-10"3'-2"B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" W/D ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 1A 1C 9'-5"3'-8"2'-1"4'-0"10'-9" (V.I.F.) ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B W/D MECH 3'-0 1/2"V.I.F.1'-6"2'-6"2'-1"3 1/2"1'-0"1'-2 3/4" (V.I.F.)6"(V.I.F.)5'-5" 6'-8" (V.I.F.)3'-4"4'-0"2'-2"V.I.F.1B T.O. KITCHEN CABINETS 8'-0" A.F.F.1'-0"1'-6" 10'-9" (V.I.F.) ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 2'-1"4'-7 1/4" B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1D 1'-0"1"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1'-0"1 1/4"2'-6 1/4"4 1/2"EQ. 5'-5" 5'-3 3/4"3'-0"P3P3 P3 P3 3'-6"3'-6"P3 1'-0"1"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"4" 8'-11"(V.I.F.) 4'-0"3'-0"3'-6"2"2'-0" 3/4" EQ.1'-11"2'-1" 1'-3"1'-3"1'-3" 6 1/4" (V.I.F.) 1'-0" 1'-0"1 1/4"2'-6 1/4"1'-10"3'-2"8'-0"4 1/2"1'-3"1'-3" 1'-6"2" 2'-1" 1'-6"1'-3" EQ.EQ. S4 S4 3'-4" 9'-5"8'-11"(V.I.F.)EQ.3'-0"1'-3"1"1'-3"2'-0"1 1/4" 1 1/4" 4'-7 1/4" S4 S3 DW-1 RG RF-1 KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: 6 1/4"V.I.F. PNT-201 PNT-201 PNT-201 PNT-201 COLUMNS TO BE PAINTED, PNT-203 (TYP.)6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 2'-6"FILLER PANEL 1'-3"2" CWT-101 CWT-101 6"(TYP.)CABINET END PANEL (F1) MH-1 FDEQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) EQ. COLUMNS TO BE PAINTED, PNT-203 (TYP.) 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) TILE (CWT-1) EXTENDS 2'-0 1/2"3 1/2"1'-0"GWB SOFFIT PAINTED PNT-201 PNT-201 GWB SOFFIT PAINTED PNT-201 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-220.2A UNIT 202 INTERIOR ELEVATIONS L.A.R. PNT-103 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 1111 P3P3 UNIT ENTRY CWT-100 11 SC-1 H2H2H2H2MASTER BEDROOM UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 PNT-201 P2 FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL PNT-201 BEDROOM 2 D PNT-201 P1 P2 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)LIVING & DINING 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) B.O. BATHROOM CEILING 9'-6" A.F.F. PNT-210 3'-6"(TYP.)3'-6"(TYP.)MASTER BEDROOM PNT-201 P2 fc 1'-6"(TYP.)6'-0" (TYP.)8'-6" A.F.F.(TYP.)1.3 1.2 MASTER BATHROOM UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 PNT-201 9 T.O. STORAGE STRUCTURE 8'-6" A.F.F. STORAGE FLOOR STRUCTURE 12 PNT-201 6 3'-6"(TYP.)PNT-103 D STORAGE FLOOR STRUCTURE 12 PNT-201 E.Q.E.Q. P2 8'-6" A.F.F.(TYP.)P2P1 LIVING & DININGBEDROOM 2 8'-6" A.F.F.(TYP.)T.O. STORAGE STRUCTURE 8'-6" A.F.F. FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) B.O. BATHROOM CEILING 9'-6" A.F.F.P2 4" (TYP.)1'-6"(TYP.)PNT-201 PNT-201 PNT-201 PNT-210 PNT-210 3'-6"(TYP.)6" (TYP.)8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. STORAGE FLOOR STRUCTURE MASTER BEDROOM MASTER BATHROOM FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) 1.3 1.21.31.2 PNT-201 PNT-201 2 3 11 P1 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)11'-0" (TYP.) E.Q.E.Q.3'-6"(TYP.)E.Q.E.Q. FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) PNT-201 1 LIVING & DINING KITCHEN D FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) 1.31.2 P3 5 PNT-201PNT-201PNT-201PNT-201 P1 4" (TYP.)1'-6"(TYP.)8'-6" A.F.F.(TYP.)KITCHENLIVING & DINING FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) P3 P3 PNT-103 D PNT-201 PNT-201 4 KITCHEN E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) P2 4" (TYP.)1'-6"(TYP.)3'-6"(TYP.)6" TYP. PNT-201 BEDROOM 2 FINISH FLOOR 0'-0" B.O. CEILING 11'-0" A.F.F. (V.I.F.) P2 fc 1'-6"(TYP.)6'-0" (TYP.) BEDROOM 2 PNT-201 PNT-201 1'-6"(TYP.)4'-0"MAX.(TYP.)T.O. STORAGE STRUCTURE 8'-6" A.F.F. STORAGE FLOOR STRUCTURE UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 202 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"105'-0"TYP.WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS COLUMNS TO BE PAINTED, PNT-203 (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) A-502 9 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) A-502 9 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS3'-6"(TYP.)fc A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)3'-6"(TYP.)E.Q.E.Q. SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.)9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)8 MASTER BEDROOM 8'-6" A.F.F.(TYP.)PNT-201 3'-6"(TYP.)5E.Q.E.Q. NEW SILL & APRON PAINTED PNT-204 (TYP.) TV KEY PLAN 221 UNIT 202 2 4 5 9 1.2 1.3 D 1 3 678 10 A-220.2B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 202 ENLARGED BATHROOM PLANS & ELEVATIONS S-2 V-2 S-1 M-2 M-1 TH-1 2'-0"TYP.PNT-210 CWT-100 SC-1 2'-10"TYP.6'-10"TYP.2'-6"TYP.SC-1 2'-10"TYP.6'-10"TYP.UNIT 202 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-6" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D UNIT 202 MASTER BATHROOM UNIT 202 MASTER BATHROOM GENERAL NOTES: NOTE 1: PROVIDE REINFORCEMENT IN WALL (HATCHED AREA) TO SUPPORT FUTURE INSTALLATION OF GRAB BARS FROM INTERIOR CORNER TO 6" PAST FRONT/SIDE OF W.C. EXCEPT WHERE INTERRUPTED BY A DOOR/FIXTURE, PER 521 CMR - 42.7.2 (F) (SHOWER) NOTE 2: PROVIDE REINFORCEMENT IN WALL (HATCHED AREA) TO SUPPORT FUTURE INSTALLATION OF GRAB BARS PER 521 CMR - 42.7.1(C) ( BATHTUB) NOTE 3: PROVIDE REINFORCEMENT IN WALL (HATCHED AREA) TO SUPPORT FUTURE INSTALLATION OF GRAB BARS PER 521 CMR - 42.7.2(C) (SHOWER) NOTE 4: PROVIDE 2x6 SOLID WOOD BLOCKING @ WALL HUNG VANITIES,TYP., SEE ELEVATIONS FOR HEIGHT AFF ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1E S-1 V-1 S-2 T-1 5 CFT-100 2B 2C 2D 2A UNIT 202 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 5'-0" SHOWER 1'-6 1/4" V.I.F.3'-0"SHOWER3'-4 5/8"V.I.F.2'-10"R.O.10"V.I.F.4 7/8" V.I.F. 2'-10" R.O.4'-0"VANITY2'-0" VANITY 6'-6 1/4" V.I.F.1'-6"1'-6"3'-0"3'-0"V.I.F.ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A FINISH FLOOR 0'-0" B.O. CEILING ±9'-6" A.F.F. (V.I.F) PNT-210 PNT-210 PNT-210 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 202 SECONDARY BATHROOM UNIT 202 SECONDARY BATHROOM UNIT 202 SECONDARY BATHROOM UNIT 202 SECONDARY BATHROOM UNIT 202 SECONDARY BATHROOM S-2 V-1 S-2 S-1 V-1 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TH-4 5 5'-6"(TYP.)E.Q.E.Q. SH-2 6 6 CWT-100 SH-2 E.Q.E.Q. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SH-2 CWT-100 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SH-2 CWT-100 2'-4" TYP. CLEAR OPENING 3'-8"SN-2 T-1M-13'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"7'-6"SH-5 UNIT 202 MASTER BATHROOM V-2 T-1 1B 1C 1D 1A CFT-100 5 5'-0" SHOWER 1'-11" V.I.F. 3'-0" 1'-6"1'-6"2'-10"SHOWER5'-0" VANITY 9'-11 1/8" V.I.F.3'-4 3/4"V.I.F.2'-0"VANITY8'-2 3/4"V.I.F.3'-0 7/8"V.I.F.1'-5"SH-1 S-1 S-2 1E M-2 SH-2 2'-10"R.O.2'-0"4 3/4" CWT-100 SC-1 UNIT 202 MASTER BATHROOM 2'-10"TYP.6'-10"TYP.PNT-210 S-2 V-2 SH-23'-8"SN-1 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SC-1 2'-10"TYP.6'-10"TYP.10"(NOTE 4)2'-6"TYP.PNT-210 T-1 PNT-210 TH-4 5 5'-6 1/4"(TYP.)E.Q.E.Q. TH-1 UNIT 202 MASTER BATHROOM CWT-100PNT-210 E.Q. 2'-4" TYP. CLEAR OPENING 3'-8"E.Q. SH-1 SH-2 PNT-210PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 2'-0"TYP.SH-2 CWT-100 3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-8"SN-1 TH-4 5 5'-0"(TYP.)E.Q.E.Q. PNT-210 5"4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.)3'-0"CLEARM-2 M-1 B.O. REFLECTIVE SURFACE 3'-6"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-1TH-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) TH-2 TH-5SH-5 5'-0" VANITY 6'-7 1/8" V.I.F. 6" TYP.1'-6"(TYP.)TH-2 3'-6"(TYP.)TH-1 T-1 TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)E.Q.E.Q.E.Q.E.Q. TH-5 3'-6"(TYP.)E.Q.6" TYP.1'-6"(TYP.)E.Q. TH-1 T-1 TH-3 1'-6" (TYP.)5'-6"(TYP.)1'-6" (TYP.)3'-6"(TYP.)E.Q.E.Q.E.Q.E.Q. BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 202 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.2C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 S4 RF-1 RG MH-1 EQ.1 1/4"2'-6 1/4"4 1/2"4'-7"3'-0"DISHWASHER 1'-9"1'-9"3" 3" B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" W/D ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 1A 1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B 3'-0 1/2"V.I.F. 4'-7" 1B T.O. KITCHEN CABINETS 8'-0" A.F.F.1'-0"1'-0"1'-10"3'-2"14'-11" (V.I.F.)8'-0"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1D 1'-0"1"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D B.O. CEILING ±11'-11" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. P3 P3 3'-6"3'-0"3'-6"3/4"1'-0" W/D 6'-0"4'-10" 7'-3" (V.I.F.)2'-6"2'-0" 14'-11" (V.I.F.) 4'-1" (V.I.F.)10'-10"5'-0"2'-2"5'-1"10'-7"3'-0" CLEAR MIN.RANGE MICROWAVE 1'-9"1'-11"1'-9"1'-3"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"1'-9"1'-9"1'-9"1'-9"3'-0"2'-0" DW-1 P3P3 2'-6 1/4"4 1/2"3'-0"3'-6"1 1/4"4'-7" 1'-3"1'-9"1'-6"1'-6"1'-3"1 1/4"2'-0 3/4" P3 8'-0"3'-4"5'-1"2'-2"2'-0"1 1/4"9 1/4"9 1/4"4 1/2"11 3/4"KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: S4 S3 DW-1 RG RF-1 MH-1 FD 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) 3/4"2'-1"3 1/2"1'-0"3'-4"CABINET END PANEL (F1)TILE (CWT-1) EXTENDS 1'-3" RF-1 REFRIGERATOR 1'-6"1'-6"3/4"2'-2"3/4" EQ.EQ. PNT-201 CWT-101 FILLER PANEL 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) S4 6"(TYP.)1'-3"2 1/4" 10'-10" PNT-201 CWT-101 PNT-201 PNT-201 PNT-201PNT-201 COLUMNS TO BE PAINTED, PNT-203 (TYP.) CABINET END PANEL (F1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) 6'-0"3'-0"1'-6"1'-6"1'-6"1'-6"3"1'-0" TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 203 INTERIOR ELEVATIONS A-220.3A PNT-201 PNT-201 7A OPEN TO BEYOND PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL 14A FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) L L L L L L 1.3 1.2 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.) PNT-201 LIVING & DINING P1 P2 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 DOOR CASING TO BE PAINTED, PNT-204 (TYP.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 11A 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 11A PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FF FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-201 P2 8'-6" A.F.F.(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) F P2 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 BEDROOM 1 WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) BEDROOM 1 BEDROOM 1 LIVING & DINING FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) BEDROOM 1 OPEN TO BEYOND FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 1.2 PNT-201 LIVING & DINING KITCHEN SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 1.3 PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 1A UNIT ENTRY FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 3A OPEN TO BEYOND 11A FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 KITCHEN 11A PNT-201PNT-201 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-201 UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201PNT-201 4A 7A UNIT 203 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) OPEN TO BEYOND SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 2A 5A8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)8" TYP.1'-6"(TYP.)E.Q.E.Q. 4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT P1 8'-6" A.F.F.(TYP.)1'-6"(TYP.)P2 8'-6" A.F.F.(TYP.)3'-6"(TYP.)8" TYP.3'-6"(TYP.)E.Q.E.Q. P2 8'-6" A.F.F.(TYP.)1'-6"(TYP.)1'-6"(TYP.)fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT P1 8'-6" A.F.F.(TYP.)3'-6"(TYP.)8" TYP.3'-6"(TYP.)E.Q.E.Q.6" TYP.1'-6"(TYP.)1'-6"(TYP.)3'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. P2 8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 3'-6"(TYP.)8" TYP. P2 8'-6" A.F.F.(TYP.)1'-6"(TYP.)fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 1'-6"(TYP.)E.Q.E.Q. BEDROOM 2 BEDROOM 1 BEDROOM 2 BEDROOM 2 P2 8'-6" A.F.F.(TYP.)1'-6"(TYP.)4" (TYP.)1'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 3'-6"(TYP.)E.Q.E.Q.3'-6"(44" MAX.)3'-6"(44" MAX.)WALL PHONE AS REQUIRED INTERCOM CAPABLE OF BEING RELOCATED TO 48" A.F.F. THERMOSTAT INTERCOM CAPABLE OF BEING RELOCATED TO 48" A.F.F. TYP. LIGHT SWITCH / MANUAL PULL SWITCH 16" MIN. TO C.L. OF LOWEST RECEPTACLE 6'-8" A.F.F.5'-6" A.F.F.5'-0" A.F.F.FIRE STROBE WHERE REQUIRED PEEPHOLE MOUNTED 60" ABOVE THE FLOOR PNT-201 6'-6"(TYP.)PNT-201 P3 P3 P3 8'-0"6'-6"(TYP.)8'-0"NOTES: ENTRY DOOR . IN GROUP 1 & 2A UNITS, A PEEPHOLE MOUNTED 60" ABOVE THE FLOOR, A VISION PANEL IN THE DOOR WITH ITS BOTTOM EDGE NO HIGHER THAN 60" ABOVE THE FLOOR, OR A SIDELIGHT WITH ITS BOTTOM EDGE NO HIGHER THAN 60" ABOVE THE FLOOR, SHALL BE PROVIDED. LAUNDRY . IN GROUP 2A UNITS, WASHER & DRIER SHALL BE FRONTLOADING OR CAPABLE OF BEING REPLACED WITH A FRONT LOADING APPLIANCE. OUTLETS . ELECTRICAL OUTLETS, TELEPHONE OUTLETS, CABLE TV JACKS, & OTHER WALL OUTLETS SHALL BE LOCATED BETWEEN 15" AND 48" ABOVE THE FLOOR, MEASURED AT THE CENTERLINE OF THE LOWEST RECEPTACLE. ALL OUTLETS SHALL BE LOCATED NO LESS THAN 18" FROM INTERIOR CORNERS. WHEN OUTLETS ARE LOCATED ON WALLS ABOVE COUNTERS OR OTHER FIXTURES THAT ARE 22" OR GREATER IN DEPTH, THEY SHALL BE NO HIGHER THAN 44". IN GROUP 1 AND 2 UNITS, AT LEAST ONE ELECTRICAL OUTLET MUST BE PROVIDED ON THE SAME WALL AS THE TELEPHONE OUTLET & THE DOOR CHIME. WHEREVER EXTERIOR DECKS, PATIOS, AND BALCONIES ARE PROVIDED, AN EXTERIOR ELECTRICAL OUTLET SHALL ALSO BE PROVIDED. CONTROLS & ALARMS . IN GROUP 2A & 2B UNITS, RHW OPERABLE PORTIONS OF ALL CONTROLS & ALARMS, INCLUDING BUT NOT LIMITED TO: INTERCOMS, & HEAT & AIR CONTROLS, SHALL BE LOCATED BETWEEN 36 & 48" ABOVE THE FLOOR, MEASURED AT THE CENTERLINE OF THE OPERABLE PORTION IN ITS HIGHEST POSITION. OPERABLE PORTIONS SHALL BE LOCATED AT LEAST 24" FROM INTERIOR CORNERS. . THERMOSTATS MUST HAVE A CLEAR FLOOR SPACE OF 30" X 48" AT THE WALL WHERE THE THERMOSTAT IS LOCATED & THE CENTER OF THE 30" DIMENSION IS ALIGNED WITH THE CENTER OF THE THERMOSTAT. . INTERCOM MUST HAVE A CLEAR SPACE OF 30" X 48" AT THE WALL WHERE THE INTERCOM IS LOCATED & THE CENTER OF THE 30" DIMENSION IS ALIGNED WITH THE CENTER OF THE INTERCOM. NEW SILL & APRON PAINTED PNT-204 (TYP.) DN TV RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEARNEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" KEY PLAN 2.3 2.3 2.3 2.3 2.3 217 UNIT 203 1 8 45 3 2 9 1112 10 6 7 A-220.3B UNIT 203 ENLARGED BATHROOM PLAN & ELEVATIONS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE M-1 PROPOSED ACCESSIBLE BATH ELEVATION Scale: 1/2" = 1'-0"1A PROPOSED ACCESSIBLE BATH ELEVATION Scale: 1/2" = 1'-0"1B PROPOSED ACCESSIBLE BATH ELEVATION Scale: 1/2" = 1'-0"1C PROPOSED ACCESSIBLE BATH ELEVATION Scale: 1/2" = 1'-0"1D NOTES: . FUTURE GRAB BARS MAY BE INSTALLED ANYWHERE IN THE REINFORCED WALL AREA . WHERE SHOWER UNITS ARE USED, REINFORCING MUST BE IN CONTACT W/BACK SURFACE OR SHOWER UNIT / FULLY OPEN OR WITH 24" WING WALL IF 36" WIDE . FINISHED FLOOR AND WALLS ARE REQUIRED BEHIND ANY REMOVABLE VANITY . THE SHOWER SHALL BE THE WHEEL-IN TYPE WITH A MINIMUM, NOMINAL SIZE OF 30" BY 60". THE LONG SIDE SHALL BE FULLY OPEN. IN THE ALTERNATIVEM THE STALL MAY BE 36" BY 60" WITH A 24" WING WALL ON THE 60" SIDE. THE SLOPE OF THE SHOWER FLOOR SHALL NOT EXCEED 2%. THE CURB SHALL HAVE NO MORE THAN A 1/2" MAXIMUM LIP, BEVELED AT A SLOPE NO STEEPER THAN 1:2 32" - 38"1'-7" MIN.6"1'-2"2'-4"1'-6" TH-1 6" HATCHED AREA INDICATES REINFORCED WALL FROM INSIDE CORNER TO 6" BEYOND WIDEST PART OF WC. PNT-210 T-3 1'-6"(TYP.)3'-8"CWT-100 SH-3 E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 SH-4 HATCHED AREA INDICATES REINFORCED AREAS REQUIRED 36" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/60" HOSE CAPABLE OF BEING PROVIDED WHEELED-IN SHOWER FLOOR W/MAX 1/2" HIGH SLOPED LIP 2% MAX FLOOR SLOPE PNT-210 SH-4 3'-8"SN-2 CWT-100 3'-4"2'-3" MIN.MIN 22" HATCHED AREA INDICATES REINFORCED AREAS REQUIRED. (REINFORCING MUST BE IN CONTACT W/BACK SURFACE OF SHOWER UNIT) 36" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/60" HOSE CAPABLE OF BEING PROVIDED WHEELED-IN SHOWER FLOOR W/MAX 1/2" HIGH SLOPED LIP 2% MAX FLOOR SLOPE CENTER OF SOAP TRY WITHOUT HAND HOLD FEATURE @48" A.F.F. MAX. CENTER OF SHOWER CONTROLS @ 38"- 48" A.F.F. CENTERED ON LONG WALL 3'-0" (30" MIN.) OFFSET PIPING & DRAIN TO REAR FRONT EDGE OF SINK OR COUNTER 22" MIN FROM WALL CWT-100 PNT-210 SH-3 SH-4 S-2 S-1A SC-1 6'-10"TYP.6'-4"72" MIN.TOP OF MIRROR SHALL BE AT LEAST 72" ABOVE THE FLOOR.3'-6"(TYP.)E.Q.E.Q.8" TYP. SC-1 6'-10"TYP.TH-1 32" - 38"Toto W.C.30" Wall Mounted SinK 1'-7" MIN.6"1'-2"2'-4"2'-3" MIN.10"3'-4" MAX.2'-0"6'-4"72 MIN.2'-6" MIN KNEE SPACE 4'-0" (42 MIN. ) 1'-6" HATCHED AREA INDICATES REINFORCED WALL FROM INSIDE CORNER TO 6" BEYOND WIDEST PART OF WC. FLUSH ACTIVATOR SIDE PNT-210 T-3 S-2 S-1A BOTTOM OF REFLECTIVE SURFACE @ 40" A.F.F. MAX OFFSET PIPING & DRAIN TO REAR VANITY MUST BE ABLE TO BE RELOCATED VERTICALLY - SEE 521 CMR FOR STRUCTURAL STRENGTH REQUIREMENTS MIRROR TO BE INSTALLED AT OR BE CAPABLE OF BEING RELOCATED TO A HEIGHT OF 40" FROM THE FLOOR TO THE BOTTOM EDGE OF MIRROR'S REFLECTING SURFACE TOP OF MIRROR SHALL BE AT LEAST 72" ABOVE THE FLOOR. 5A INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) PNT-210PNT-210 8 OVENWD1A 1D 1C 1B1'-6"7'-0 1/2" V.I.F.3'-6"(42" MIN.)3'-0"V.I.F.4'-0" CLEAR 5'-6" V.I.F. 30" MIN. KNEE SPACE CENTERED ON SINK 8'-0"V.I.F.5'-5 1/2"V.I.F.5A S-1A 1'-10" S-2 T-3 12'-11 1/4" V.I.F. 4 3/4" 3'-0" V.I.F.1'-2"5'-4"CLEAR1'-0 1/2"4 3/4"2'-6 1/4" V.I.F. 2'-9 1/8" V.I.F. 4 3/4"4"3'-2"V.I.F.1'-1 1/2"4 3/4" SH-3 SH-4 3'-4 1/2" CLE A R 5'-8 1/8" V.I.F. 2'-11 7/8" V.I.F. 8 EXTENT OF EXISTING STEEL BEAM, CONTRACTOR TO VERIFY. CFT-100 LINEN 8'-0"3/4" BIRCH VENEER PLYWOOD SHELF WITH 2" SOLID PAINT GRADE POPLAR NOSING, PAINTED PNT-202 (TYP.)1'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) UNIT 203 ENLARGED KITCHEN PLANS & ELEVATIONS A-220.3C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 REMOVABLE BASE CABINET FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F) OPEN TO BEYOND OVEN CONTROLS @ 30" -54" A.F.F. T.O. KITCHEN CABINETS 8'-0" A.F.F. FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN - UNIT A203 Scale: 1/2" = 1'-0"1 1B ENLARGED KITCHEN ELEVATION - UNIT A203 Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION - UNIT A203 Scale: 1/2" = 1'-0"1B 1D B.O. CEILING 10'-8" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1A 24" DW UNDERMOUNT SINKT.O. COUNTERTOP@ 2'-10" A.F.F. (MAX.)2'-3" A.F.F.(MIN. CLEAR)2'-6" (MIN. CLEAR) DW-2 1C RF-2 2'-5" A.F.F.(MIN. CLEAR)2'-6"(CLEAR)2'-6" (30" MIN. CLEAR) CT 1'-3"7 1/4"REMOVABLE BASE CABINET MAX SINK BOWEL DEPTH SHALL BE 6 1/2" WITH DRAIN OFF-SET TO REAR SINGLE LEVER W/HOSE SPRAYER OR SINK KNOCKOUT GARBAGE DISPOSAL SWITCH @ FRONT FACE OF COUNTER BESIDE SINK REMOVABLE BASE CABINET NOTE: SEE FLOOR PLANS FOR ORIENTATION 1'-10 1/2"3'-5 1/4"2'-11 1/4"1'-3"MIN.2'-3"(15" MIN.)2'-4 1/2"4"1"2'-6"3/4"2'-6"2'-0"1 1/2"1 1/2"3 3/4" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F.3'-6" A.F.F.30" BUILT-IN SINGLE WALL OVEN OV RETRACTABLE SHELF PIPES & TRAPS SHALL BE INSULATED OR COVERED 7 1/4"2'-5" A.F.F.(MIN. CLEAR)ENLARGED KITCHEN ELEVATION - UNIT A203 Scale: 1/2" = 1'-0"1A 3'-6 3/4"1'-0" ENLARGED KITCHEN ELEVATION - UNIT A203 Scale: 1/2" = 1'-0"1A 30" ELECTRIC BUILT-IN COOKTOP (CONTROLS LOCATED AT THE FRONT OR SIDE OF COOKTOP) 15" MIN. CLEAR COUNTERSPACE ADJACENT TO COOKTOP & REFRIGERATOR CONTROLS TO BE MOUNTED BETWEEN 15" - 48" A.F.F. HEIGHT OF COOKTOP ABLE TO BE RELOCATED WITHOUT STRUCTURAL CHANGE TOP FREEZER (IF USED) SHALL BE SELF-DEFROSTING WITH THE FLOOR OF THE FREEZER NO HIGHER THAN DEPTER 44" A.F.F. HATCHED AREA INDICATES STRUCTURAL SUPPORTING WALL T.O. COUNTERTOP@ 2'-10" A.F.F. (MAX.)FINISHED CABINETRY PANEL EXHAUST HOOD (HOOD CONTROLS SHALL BE LESS THAN 54" A.F.F. OR LOCATED ON FRONT OF COOKTOP T.O. KITCHEN CABINETS 8'-0" A.F.F.T.O. COUNTERTOP@ 2'-10" A.F.F. (MAX.)1'-3"3/4"1'-6"1'-3"3/4" B.O. CEILING 10'-8" A.F.F. (V.I.F) B.O. CEILING 10'-8" A.F.F. (V.I.F)2'-11 1/2" A.F.F.3'-6"(44" MAX.)4'-6" A.F.F.1'-7 1/4"KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEAR3'-11 1/2"TILE (CWT-1) EXTENDS 3/4"3/4"EQ.EQ.4'-11"5'-3" 9'-5" (V.I.F.)7'-0" (V.I.F.)1"1'-0"1'-0"2'-1" 2'-1" CABINET END PANEL (F1) 1'-0" 2 3/4"3'-0"3/4"9'-2" (V.I.F.)CWT-101 2'-1" PNT-201 PNT-201 CWT-101 PNT-201 PNT-201 1'-3"1/2" DUMMY PANEL CABINETS 7 1/4"2'-5" A.F.F.(MIN. CLEAR)DUMMY PANEL CABINETS 1'-7 1/4"1 1/4"2'-4 1/4"4 1/2"2'-2 1/4"5'-10"1"1'-3"1'-3"1'-0"1'-0"1'-0"1'-6"6"1'-3"1"1'-0"1'-0"2'-2 1/4"5'-10"9'-5" (V.I.F.)9'-2" (V.I.F.) 2" P3 2'-1"3 3/4" 1'-3"B.O. OVEN@ 30" A.F.F. (MAX.)3'-6 3/4"8'-0"1'-7 1/4"T.O. COUNTERTOP@ 2'-10" A.F.F. (MAX.)1'-0"2'-6"1"3 3/4"1 1/4"1'-3"3/4" 2'-3 3/4" (15" MIN.) 2'-6"2'-0"3/4"3/4" 6'-11 1/4" (V.I.F.) S4 15" MIN. CLEAR COUNTERSPACE ADJACENT TO SINK CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) NOTE THAT: BOTTOM OF UPPER CABINETS ABLE TO BE RELOCATED BETWEEN 42" - 54" COLUMNS TO BE PAINTED, PNT-203 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 7'-0" 6'-10 3/4"1 1/4" EQ.EQ.EQ.EQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (4) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.)2'-10"3'-8"P3P3 S4 REMOVABLE BASE CABINET 3'-6 3/4"1'-0" HD INSIDE BOTTOM SURFACE OF WALL CABINETS CAPABLE OF BEING LOCATED BETWEEN 42" AND 54" A.F.F. (TYP.) NOTES: CABINETS . EACH CABINET SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR KNEESPACE FOR PERSONS USING WHEELCHAIRS. . CABINETS LOCATED AT THE INSIDE OF AN L-SHAPED COUNTER SHALL HAVE OR BE CAPABLE OF PROVIDING A BUILT-IN LAZY SUSAN . AT LEAST ONE BASE CABINET SHALL PROVIDE A DRAWER OR DRAWERS. . CABINET HARDWARE SHALL NOT REQUIRE TWISTING, PINCING OR GRASPING TO OPERATE . CABINET OPENING DEVICES SHALL BE LOCATED AT THE TOPS OF BASE CABINET DOORS & AT THE BOTTOM OF WALL CABINET DOORS. COUTNERSPACE . A COUNTER SPACE OF AT LEAST 15" WIDE SHALL BE PROVIDED ON ONE SIDE OF THE REFRIGERATOR, THE SINK AS WELL AS THE COOKTOP. THESE MAY OVERLAP. OVEN . THE OVEN SHALL BE SELF-CLEANING OR CONTINUOUS CLEANING. . OVEN CONTROLS SHALL BE LOCATED WITHIN THE ZONE REACH AS DEFINED BY 521 CMR. . WHERE A BOTTOM HINGED OVEN DOOR IS PROVIDED, A RETRACTABLE "BREAD BOARD" TYPE SHELF SHALL BE PROVIDED IN THE COUNTER IMMEDIATELY ADJACENT TO THE OVEN DOOR. WHERE A SIDE-HINGED OVEN IS PROVIDED, THE RETRACTABLE "BREAD BOARD" TYPE SHELF SHALL BE PROVIDED DIRECTLY UNDER THE OVEN. CONTROLS COOKTOP CONTROLS SHALL BE LOCATED AT THE FRONT OR SIDE OF THE APPLIANCE. EXHAUST HOOD: IF THE CONTROLS FOR A HOOD ARE LOCATED HIGHER THAN 54" ABOVE THE FLOOR, A SWITCH SHALL BE PROVIDED AT THE FRONT FACE (APRON) OF COUNTER. SINK . SINK BOWLS SHALL NOT EXCEED 6 1/2" IN DEPTH & SHALL HAVE DRAINS OFFSET THE REAR. . WATER PIPES & DRAIN TRAPS SHALL BE LOCATED AS CLOSE TO THE REAR WALL OF THE KNEESPACE & AS HIGH OFF THE FLOOR AS POSSIBLE TO PROVIDE MAXIMUM KNEESPACE. IF THERE IS NO BASE CABINET UNDER THE SIN, PIPES & TRAPS SHALL BE INSULATED OR COVERED. . FAUCETS SHALL BE OPERATED BY A SINGLE LEVER. A SPRAY HOSE SHALL BE PROVIDED OR A KNOCKOUT PROVIDED ON THE SINK FOR THE FUTURE INSTALLATION OF A PRAY HOSE. . IF A GARBAGE DISPOSAL HAS A REMOTE SWITCH, IT SHALL BE LOCATED ON THE FRONT FACE (APRON) OF THE COUNTER LOCATED TO THE LEFT OR RIGHT OF THE SINK BUT NOT IN FRONT OF THE SINK. BREAD BOARD IN CABINET ADJACENT TO BOTTOM-HINGED WALL OVEN (LOCATED UNDER OVEN IF SIDE-HINGED) S5 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 204 INTERIOR ELEVATIONS L.A.R. A-220.4A 11 fc P2 8'-6" A.F.F.(TYP.)6'-0" (TYP.) E.Q.E.Q. 11 5 OPEN TO BEYOND PNT-201 fc OPEN TO BEYOND OPEN TO BEYOND11 OPEN TO BEYOND CC SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) CC CCCC FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL 2.2 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 2.3 P1 8'-6" A.F.F.(TYP.)P2 8'-6" A.F.F.(TYP.)KITCHEN LIVING & DINING 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) CC 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)4" (TYP.) E.Q.E.Q. P2 BEDROOM 2 BEDROOM 2 BB 1'-6"(TYP.)E.Q.E.Q. MASTER BEDROOM P2 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 1 UNIT ENTRY 2 4 3 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) CC BB SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201PNT-201 PNT-201 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 3'-6"(TYP.)E.Q.E.Q. 8" MIN.3'-6"(TYP.)P3 P3 6" TYP. 8" MIN.3'-6"(TYP.)CCBB 8" MIN.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.) A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)A-502 9 (TYP.) 6"6" P1 8'-6" A.F.F.(TYP.)KITCHEN 1'-6"(TYP.)4" (TYP.) E.Q.E.Q.1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-201 PNT-201 PNT-201 PNT-201 PNT-201PNT-201 1'-6"(TYP.)E.Q.E.Q. FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-103 1'-6"(TYP.)E.Q.E.Q. PNT-201 PNT-201PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) B.O. CEILING 9'-0" A.F.F.3'-6"(TYP.)P3 P1 LIVING & DINING 8'-6" A.F.F.(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) KITCHENLIVING & DINING FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-103 2.2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)5'-0"TYP.E.Q.E.Q. PNT-201 PNT-201 PNT-201 B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" P2 P2 BEDROOM 2 8'-6" A.F.F.(TYP.)6'-0" (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS E.Q.E.Q. 11 4'-0"MAX.(TYP.)8" MIN.3'-6"(TYP.)PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 9'-0" A.F.F. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 9'-0" A.F.F.1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 9'-0" A.F.F. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 8" MIN.3'-6"(TYP.)6" MASTER BEDROOM PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 5 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-201 MASTER BEDROOM 9 P2 8'-6" A.F.F.(TYP.)3'-6"(TYP.)E.Q.E.Q. BBGWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS A-502 9 (TYP.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)PNT-103 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)3'-6"(TYP.)8" MIN.1'-6"(TYP.)4" (TYP.) E.Q.E.Q. MASTER BEDROOM P2 8'-6" A.F.F.(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"13 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"14 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"15 UNIT 204 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"16 PNT-201 PNT-201PNT-201 DOOR CASING TO BE PAINTED, PNT-204 (TYP.) DOOR CASING TO BE PAINTED, PNT-204 (TYP.)9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 7 3'-6"(TYP.)E.Q.E.Q.8'-6" A.F.F.(TYP.)BEDROOM 2 NEW SILL & APRON PAINTED PNT-204 (TYP.)TVUP DNDN UP KEY PLAN 2.1 2.2 2.3 2.4 BB AA CC 18 74217 UNIT 204 56 32 910 11 12 15 13 14 16 A-220.4B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 204 ENLARGED BATHROOM PLANS & ELEVATIONS GENERAL NOTES: NOTE 1: PROVIDE REINFORCEMENT IN WALL (HATCHED AREA) TO SUPPORT FUTURE INSTALLATION OF GRAB BARS FROM INTERIOR CORNER TO 6" PAST FRONT/SIDE OF W.C. EXCEPT WHERE INTERRUPTED BY A DOOR/FIXTURE, PER 521 CMR - 42.7.2 (F) (SHOWER) NOTE 2: PROVIDE REINFORCEMENT IN WALL (HATCHED AREA) TO SUPPORT FUTURE INSTALLATION OF GRAB BARS PER 521 CMR - 42.7.1(C) ( BATHTUB) NOTE 3: PROVIDE REINFORCEMENT IN WALL (HATCHED AREA) TO SUPPORT FUTURE INSTALLATION OF GRAB BARS PER 521 CMR - 42.7.2(C) (SHOWER) NOTE 4: PROVIDE 2x6 SOLID WOOD BLOCKING @ WALL HUNG VANITIES,TYP., SEE ELEVATIONS FOR HEIGHT AFF UNIT 204 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 UNIT 204 SECONDARY BATHROOM UNIT 204 SECONDARY BATHROOM UNIT 204 SECONDARY BATHROOM UNIT 204 SECONDARY BATHROOM ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 204 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D UNIT 204 MASTER BATHROOM UNIT 204 MASTER BATHROOM UNIT 204 MASTER BATHROOM UNIT 204 MASTER BATHROOM 1A 1B 1C 1D FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) 1A 1B 1D CFT-100 5 S-1 S-2 SH-1 SH-2TH-3TH-1 TH-5T-12'-8"VANITY2'-0" VANITY 5'-0" SHOWER 3'-0"SHOWER5'-8"1'-4 3/4" V.I.F.1'-11 3/8"2'-8" 8'-6" CWT-100 PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL PNT-210 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SH-2 T-12'-6"TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)PNT-210 SC-1 SC-1 6'-10"PNT-210 TH-4 5 5'-6"(TYP.)E.Q.E.Q. PNT-210 SH-2 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) CWT-100 CWT-100 T-1 TH-2 TH-3 TH-11C 1'-6"1'-7" SH-2 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 3'-0" SHOWER5'-0"SHOWER6'-1 1/2"3'-5 3/8"3'-0" VANITY 2'-0"VANITY3'-1 1/2"5 1/2"V.I.F.9'-1 3/8" SC-1 6'-10"PNT-210 T-12'-6"TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)SH-2 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) TH-3 5'-6"TYP.STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL CWT-100 PNT-210 2'-4" TYP. CLEAR OPENING SH-2 TH-2 3'-6"(TYP.)TH-4 5 5'-6"(TYP.)E.Q.E.Q.2'-10"TYP.S-2 SC-1 2'-10"TYP.6'-10"TYP.S-2 TH-5 3'-6"(TYP.)PNT-210 CWT-100 PNT-210 PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) V-4 V-4 V-4 TH-3 5'-6"(TYP.)6'-4 3/4" V.I.F.8'-8 1/4"3'-6"(TYP.)7'-6"(TYP.)E.Q.E.Q. E.Q.E.Q. INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) SN-2 3'-8"TYP.3'-8"RECESSED SHOWER NICHE (SN-2) SN-2 SN-2 RECESSED SHOWER NICHE (SN-1) SN-1 3'-8"SN-1 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETERM-1M-1 3'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"SH-2 SH-5 SH-1SH-1 SH-2 T-1 T-1 M-1 S-2 V-4 S-1 M-1 M-1 S-2 V-4 S-1 M-1 B.O. REFLECTIVE SURFACE 3'-2"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-1 TH-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) SH-5 1'-6"(TYP.)6" TYP. 6" TYP.3'-6"TYP.S-1 S-2 6" TYP.3'-6"TYP.S-1 S-1 V-4 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 204 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.4C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 S4 1'-0" S4 RF-1 RG MH-1 2'-1" RF-1 REFRIGERATOR 3/4"1'-6"1'-6"3/4" 3/4"3'-0 1/2"2 1/2" (V.I.F.) RG 1 1/4"2'-6 1/4"4 1/2"6'-8"3'-0"B.O. CEILING ±10'-8" A.F.F. (V.I.F) FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D P3 P3 3'-6"1'-0"3 1/2"2'-0 1/2" 3'-4" 4'-11"1'-0" RANGE 2'-0" P3 1'-0"1" 2'-1"2'-0"3/4"3'-0 1/2"2 1/2"V.I.F.2'-6"1'-11"1"1'-0"1'-0"6'-8"EQ.1B 1D 6'-0"5'-6"V.I.F.1'-9"2 1/2"1'-10"3'-2"1'-11"1'-3"1'-3"2'-0"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"1'-6"3"1'-0"8'-0"MICROWAVE B.O. CEILING ±10'-8" A.F.F. (V.I.F) EQ. B.O. CEILING ±10'-8" A.F.F. (V.I.F) 1'-6"1'-6"1'-9"2" 3'-4"4'-11" 1'-6"1'-6"1'-6"1'-6"1'-0"3'-0"3'-6"1'-10"3'-2"EQ. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-8" A.F.F. (V.I.F) DISHWASHER DW-1 6'-8" P3P3 3'-0"3'-6"1'-3"3/4" KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND:EQ.S4 S3 DW-1 RG RF-1 CABINET END PANEL (F1) MH-1 FD TILE (CWT-1) EXTENDS 2'-6" PNT-201 6"(TYP.)CWT-101 MH-1 1'-3"11'-8" (V.I.F.)EQ.EQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) S4 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) 7'-0" EQ. 2'-1" 1'-3"2'-0"1 1/4" 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1)CWT-101 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 205 INTERIOR ELEVATIONS L.A.R. A-220.5A XX 11 1111 8" MIN.4'-0"MAX.(TYP.)51 UNIT ENTRY PNT-103 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS CCCC FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL P2 P1 LIVING & DINING KITCHEN CC 8'-6" A.F.F.(TYP.)PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) MASTER BEDROOM GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.)1'-6"(TYP.)E.Q.E.Q. P2 BEDROOM 2 8'-6" A.F.F.(TYP.)PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) BEDROOM 2 8'-6" A.F.F.(TYP.)fc 6'-0" (TYP.)1'-6"(TYP.)P2 1'-6"(TYP.)2'-0" (TYP.)8'-6" A.F.F.(TYP.)3 2'-0" (TYP.) PNT-201 PNT-201 E.Q.E.Q.3'-6"(TYP.)PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 2.3 2.2 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) EE DD 8" MIN.3'-6"(TYP.)1'-6"(TYP.)COLUMNS TO BE PAINTED, PNT-203 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) P3 P3 5'-0"TYP.E.Q.E.Q.3'-6"(TYP.)3'-6"(TYP.)8" MIN.1'-6"(TYP.)E.Q.E.Q. CC PNT-201 PNT-201PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 5 MASTER BEDROOM P2 8'-6" A.F.F.(TYP.)KITCHEN LIVING & DINING 1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q.E.Q.E.Q. 8" MIN.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 PNT-201 COLUMNS TO BE PAINTED, PNT-203 (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) P3 PNT-103 2.2 2.3 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)3'-6"(TYP.)P1 8'-6" A.F.F.(TYP.)FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) DD LIVING & DINING 8'-6" A.F.F.(TYP.)4 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS EE PNT-201 PNT-201PNT-201 1'-6"(TYP.)4" (TYP.) E.Q.E.Q. PNT-103 2.3 fc P2 8'-6" A.F.F.(TYP.)A-502 9 (TYP.) 6'-0" (TYP.)1'-6"(TYP.)PNT-201 MASTER BEDROOM GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 2.3 P2 PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 8E.Q.4'-0"MAX.(TYP.)E.Q.3'-6"(TYP.)PNT-201PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P2 8'-6" A.F.F.(TYP.)FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) P2 8'-6" A.F.F.(TYP.)PNT-201 BEDROOM 2 BEDROOM 2 1'-6"(TYP.)4" (TYP.) E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 205 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 B.O. WINDOW 7'-6" A.F.F. B.O. WINDOW 7'-6" A.F.F. GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.)9'-0" A.F.F.(TYP.)B.O. fc UNIT fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 1'-6"(TYP.)E.Q. 8" MIN. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 4" (TYP.) E.Q. 8 8'-6" A.F.F.(TYP.)8" MIN. XX P1 NEW SILL & APRON PAINTED PNT-204 (TYP.)TVDN KEY PLAN 1 8 7 4 217 UNIT 205 5 6 3 2 9 10 2.2 2.3 CC DD EE A-220.5B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 205 ENLARGED BATHROOM PLANS & ELEVATIONS SH-2 2'-4" TYP. CLEAR OPENING UNIT 205 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 UNIT 205 SECONDARY BATHROOM UNIT 205 SECONDARY BATHROOM UNIT 205 SECONDARY BATHROOM UNIT 205 SECONDARY BATHROOM ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 205 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. SOFFIT ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D UNIT 205 MASTER BATHROOM UNIT 205 MASTER BATHROOM UNIT 205 MASTER BATHROOM UNIT 205 MASTER BATHROOM 1A 1B 1C 1D 1D 1A 1B 1C 1'-6" TYP. 1'-6" TYP. 3'-0" V.I.F. 2'-8" VANITY 3'-0" SHOWER 5'-0"SHOWER2'-0"VANITY8'-8" V.I.F.3'-0"V.I.F.FINISH FLOOR 0'-0" B.O. SOFFIT ±9'-0" A.F.F. (V.I.F) T-1 CWT-100 SH-2 T-12'-6"SC-1 6'-10"SC-1 2'-10"6'-10"PNT-210 PNT-210 CWT-100 SH-22'-11 1/4"VANITY2'-0" VANITY 1'-11 1/2"1'-6"6'-4 3/4"3'-0"SHOWER5'-0" SHOWER PNT-210 CWT-100 SC-1 6'-10"SH-22'-10"2'-6"CFT-100 5 S-1 S-2 SH-1 T-1 TH-3CFT-100 S-1 S-2 5 TH-3 T-1 CWT-100 PNT-210 2'-4" TYP. CLEAR OPENING PNT-210 PNT-210 SH-2 T-12'-6"TH-3 1'-6" (TYP.) 1'-11" (TYP.)5'-6"(TYP.)PNT-210 SC-1 6'-10"TYP.TH-1 TH-1 TH-1 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)TH-1TH-1 TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)TH-5 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) CWT-100 TH-4 5 5'-6"(TYP.)E.Q.E.Q. TH-4 5 5'-6"(TYP.)E.Q.E.Q. TH-3 5'-6"(TYP.)11 7/8" V.I.F.5'-6"(TYP.)3'-6"(TYP.)7'-6"(TYP.)E.Q.E.Q. RECESSED SHOWER NICHE (SN-2) RECESSED SHOWER NICHE (SN-2)3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER3'-8"3'-8"M-1M-1 7'-6"SH-1 SH-2 SH-5 SH-1 E.Q.E.Q.3'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"TH-3 M-1 S-2 S-1 M-1 M-1 M-1 B.O. REFLECTIVE SURFACE 3'-2"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.T-1 S-2 V-3 S-2 S-1 V-4 S-2 V-4 V-3 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) 3'-11 7/8" V.I.F. 5'-11 7/8" V.I.F. V-3 SH-5 SH-2 SH-2 V-4 E.Q.6" TYP.1'-6"(TYP.)TH-5 3'-6"(TYP.)E.Q.TH-56" TYP.1'-6"(TYP.)3'-6"(TYP.)BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 205 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.5C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 B.O. CEILING ±10-8" A.F.F. (V.I.F) P3P3 S4 DISHWASHER DW-1 3'-0"3'-6"1'-3"1/2" 3'-4" 1'-3"2'-0"1 1/4" RG MH-1 RF-1 KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: 4'-6 1/2" 7'-11" (V.I.F.) 2'-1" S4 1'-3"1'-3" B.O. CEILING ±10-8" A.F.F. (V.I.F) RG MH-1 RANGE MICROWAVE 1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"1'-10"RF-1 REFRIGERATOR 1'-6"1'-6"3/4"3/4"2'-2"1 1/4"2'-6 1/4"4 1/2"1'-10"3'-2"B.O. CEILING ±10-8" A.F.F. (V.I.F) FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B T.O. KITCHEN CABINETS 8'-0" A.F.F. 1'-9" 1'-9" 11'-3"8'-0"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1'-0" P3 P3 1'-0"1"1'-3"1'-3"1'-3"1'-3" 4'-0"3'-0"3'-6"2" 2'-1"3'-4" 1'-3"1'-3"1'-3"3'-2"1'-0" B.O. CEILING ±10-8" A.F.F. (V.I.F) 9'-5" 1A 1C 1'-0"3 1/2"2'-0 1/2" 3'-4"6'-0 1/2" (V.I.F.)3'-4"1B1D4'-6 1/2"S4 S3 DW-1 RG RF-1 CABINET END PANEL (F1) MH-1 FD TILE (CWT-1) EXTENDS CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)1'-10 1/2" (V.I.F.)9'-0" (V.I.F.) 9'-5" 5" (V.I.F.) 4'-0" 1"1'-0"1'-0"2'-1"5'-10"7'-11" (V.I.F.)3'-10"2'-6"1'-9"3/4"3'-0 1/2"3/4"11'-0"1'-11"2'-6"3/4" 1'-3"1'-3"4"6"(TYP.)CWT-1012'-10"(V.I.F.)5"(V.I.F.)EQ. S4 6'-0 1/2" (V.I.F.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 6'-1" 6'-1" CWT-101 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) COLUMNS TO BE PAINTED, PNT-203 (TYP.) PNT-201 PNT-201 1'-9" EQ.EQ. P3 1 1/4"2'-6 1/4"4 1/2"3'-0"3'-6"5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) 1'-3" COLUMNS TO BE PAINTED, PNT-203 (TYP.) PNT-201 NEW GWB SOFFIT PANTED PNT-201 PNT-201 NEW GWB SOFFIT PANTED PNT-201 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 206 INTERIOR ELEVATIONS L.A.R. A-220.6A CC FINISH FLOOR 0'-0" P3 OPEN TO BEYOND 4 1135 CWT-100 CCCCCCCCCC UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL P2 P1 BEDROOM 2 LIVING & DINING PNT-201 KITCHEN 2.3 2.2 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.E.Q. FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) P2 P2 DD 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)BEDROOM 2MASTER BEDROOM PNT-201 PNT-201PNT-201 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 B.O. CEILING 10'-8" A.F.F. (V.I.F.) P2 8'-6" A.F.F.(TYP.)MASTER BEDROOM 1'-6"(TYP.)6'-6 5/8" (TYP.) PNT-201PNT-201 B.O. BATHROOM CEILING 9'-0" A.F.F. FINISH FLOOR 0'-0" 2.3 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) P2 PNT-201 PNT-201 PNT-201PNT-201 11 1'-6"(TYP.)6'-0" (TYP.) PNT-201 BEDROOM 2 MASTER BEDROOM 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)FF FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 11 MASTER BEDROOM 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 PNT-201 2.3 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-201 PNT-201 P2 8'-6" A.F.F.(TYP.)WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS1'-6"(TYP.)E.Q.E.Q. PNT-201 4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)4'-0"MAX.(TYP.)E.Q.E.Q. SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) fc E.Q.E.Q.3'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)4" MIN.1'-6"(TYP.)BEDROOM 2 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) 5 PNT-103 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 2.2 1'-6"(TYP.)8" MIN.5'-0"TYP.PNT-201 PNT-201 PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 9'-0" A.F.F. (V.I.F.)PNT-201 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.)1'-6"(TYP.)E.Q.E.Q. 2 3'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS LIVING & DINING PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS DOOR CASING TO BE PAINTED, PNT-204 (TYP.) FINISH FLOOR 0'-0" FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-201 8" MIN.3'-6"(TYP.)8" MIN. 1'-0" TYP.1'-6"(TYP.)E.Q.E.Q. P1 PNT-201 KITCHEN LIVING & DINING 8'-6" A.F.F.(TYP.)2.2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-201 OPEN TO BEYOND 4'-0"MAX.(TYP.)3'-6"(TYP.)8" MIN. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P1 1'-6"(TYP.)4" (TYP.) E.Q.E.Q. PNT-201 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) LIVING & DINING GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.) P3 P3 1 UNIT ENTRYKITCHEN fc fc 8" MIN.3'-6"(TYP.)3'-6"(TYP.)E.Q.E.Q. PNT-201PNT-201 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"13 UNIT 206 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"14 11 P2 P2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P1 8'-6" A.F.F.(TYP.)B.O. CEILING 9'-0" A.F.F. B.O. CEILING 9'-0" A.F.F.DOOR CASING TO BE PAINTED, PNT-204 (TYP.)9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 10E.Q.3'-6"(TYP.)4" MIN.3'-6"(TYP.)1'-6"(TYP.)4" (TYP.) 10 10 8" MIN. NEW SILL & APRON PAINTED PNT-204 (TYP.)TVNEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" KEY PLAN 217 UNIT 206 24 5 911 12 EE 1 3 6 7810 FF 2.2 2.3 1314 A-220.6B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 206 ENLARGED BATHROOM PLANS & ELEVATIONS TH-1 UNIT 205 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 UNIT 206 SECONDARY BATHROOM UNIT 206 SECONDARY BATHROOM UNIT 206 SECONDARY BATHROOM UNIT 206 SECONDARY BATHROOM ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 205 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D UNIT 206 MASTER BATHROOM UNIT 206 MASTER BATHROOM UNIT 206 MASTER BATHROOM UNIT 206 MASTER BATHROOM 1D 1C 1B 1A 1A 1B 1C 1D FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F)3'-0"VANITY2'-0" VANITY1'-5 3/4"1'-6"2'-11 3/4"V.I.F.3'-0"SHOWER5'-0" SHOWER 1'-0" V.I.F. 6'-0" V.I.F.6'-0"V.I.F.9'-0"V.I.F.5'-0"SHOWER1'-9 1/2"1'-6" 3'-3 5/8" V.I.F. 3'-0" SHOWER 6'-3 1/2" V.I.F.9'-3 1/2" V.I.F.2'-0"VANITY3'-0" VANITY TH-4 PNT-210 SC-1 2'-10"6'-10"PNT-210 T-1 SC-1 PNT-210 6'-10"2'-6"SC-1 6'-10"PNT-210 2'-6 1/4"2'-6"CFT-100 5 S-1 S-2 SH-1 T-1 CFT-100 5 S-1 S-2 T-1 SH-2 CWT-100 CWT-100 PNT-210 2'-0"TYP.TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)S-2 V-3 2'-10"TH-4 5 5'-6"(TYP.)E.Q.E.Q.TH-3TH-2 5 5'-6"(TYP.)E.Q.E.Q. SH-2 CWT-100 TH-1 CWT-100 TH-1 V-3 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SH-2 CWT-100 PNT-210 SH-2 T-12'-6"TH-3 1'-9" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)SC-1 6'-10"TYP.PNT-210 S-2 V-3 TH-3 TH-1TH-12'-0"TYP.SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) TH-3 5'-6"TYP.2'-4" TYP. CLEAR OPENING RECESSED SHOWER NICHE (SN-2) RECESSED SHOWER NICHE (SN-2)3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 3'-8"SN-1 3'-8"SN-1 M-1M-1 7'-6"SH-2 SH-5 2'-4" TYP. CLEAR OPENING 3'-6"(TYP.)SH-1 E.Q.E.Q.7'-6"E.Q.E.Q.3'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"SH-1 SH-2 M-1 S-2 V-3 S-1 M-1 M-1 S-2 V-3 S-1 M-1 T-1 T-1 B.O. REFLECTIVE SURFACE 3'-2"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) TH-5 3'-6"(TYP.)E.Q.E.Q.6" TYP.1'-6"(TYP.)TH-5TH-5 3'-6"(TYP.)E.Q.6" TYP.1'-6"(TYP.)E.Q. SH-5 SH-2 SH-2 V-3 2'-11 7/8"V.I.F.S-1 S-1 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 206 ENLARGED KITCHEN PLAN & ELEVATIONS A-220.6C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 1'-0"1'-0" S4S4 RF-1 RG MH-1 RF-1 REFRIGERATOR 1'-6"1'-6"3/4"2'-2"1'-6"1'-6" 1'-3"1'-3"1'-11"1'-3"1'-3" RG MH-1 RANGE MICROWAVE 1A 1C S4 S3 DW-1 RG RF-1 CABINET END PANEL (F1) MH-1 FD TILE (CWT-1) EXTENDS DISHWASHER DW-1 B.O. CEILING ±10-8" A.F.F. (V.I.F) 2'-1"1 1/4"2'-6 1/4"4 1/2"1'-10"3'-2"B.O. CEILING ±10-8" A.F.F. (V.I.F) FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1'-0"1 1/4"2'-6 1/4"4 1/2"3'-0"P3P3 3'-6"3'-6"P3 1'-0"3 3/4"1'-0"1'-0" 4'-0"3'-0"3'-6"2"2'-0" 2'-1"3'-4" 1'-3"1'-3"1'-3"1" 5'-3"3'-0"1'-6"1'-6"2"2'-0" B.O. CEILING ±10-8" A.F.F. (V.I.F) B.O. CEILING ±10-8" A.F.F. (V.I.F) 9'-5" 1'-0" 2'-1"1 1/4"2'-6 1/4"4 1/2"1'-10"3'-2"8'-0"1" EQ. P3 P3 5'-3 3/4" (V.I.F.) 1 1/4" KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND:6'-8"4'-10"V.I.F.3'-4" 3 1/2"2'-0 1/2"1'-0"4'-0" 1"1'-0"1'-0" 2'-1"EQ.EQ.5'-3 3/4" (V.I.F.) 9'-5" 4'-1 1/4" (V.I.F.)2'-1"1'-6"2'-6"1'-6"3/4"3'-0 1/2"3 1/4"(V.I.F.)10'-9 1/2"(V.I.F.)1D 1B 2'-6" 1'-6"3 1/4" EQ.EQ. PNT-201 CWT-101 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)6"(TYP.)5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) 1 1/4"6'-5 1/2"1 1/4" S4 6'-8" CWT-101 PNT-201 TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-230.1A UNIT 301 INTERIOR ELEVATIONS L.A.R. FINISH FLOOR 0'-0" P3 F BBBBBBBB 5'-0"TYP.E.Q.E.Q.OPEN TO BEYOND 2 P3 P3 11 P2 CWT-100 SC-1 PNT-210 B.O. CEILING 10'-8" A.F.F. (V.I.F.) MASTER BEDROOM LIVING & DINING UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 1.2 1.3 UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 FINISH FLOOR 0'-0" C B B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 FINISH FLOOR 0'-0" B.O. BATHROOM CEILING 9'-0" A.F.F. UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 1.21.3 B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 FINISH FLOOR 0'-0" UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 OPEN TO BEYOND UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 FINISH FLOOR 0'-0" UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 FINISH FLOOR 0'-0" PNT-201PNT-201 PNT-201 P2 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)P1 8'-6" A.F.F.(TYP.)BEDROOM 2 WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SC1 FINISH FLOOR 0'-0" B.O. CEILING 10'-8" A.F.F. (V.I.F.) PNT-210 MASTER BEDROOM P2 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 MASTER BATHROOM B.O. BATHROOM SOFFIT 9'-0" A.F.F.BEDROOM 2 P2 PNT-2018'-6" A.F.F.(TYP.)SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) BEDROOM 2 PNT-201 PNT-201 8'-6" A.F.F.(TYP.)6 LIVING & DINING P1 8'-6" A.F.F.(TYP.)COLUMNS TO BE PAINTED, PNT-203 (TYP.) 7 5 P2 8'-6" A.F.F.(TYP.)BEDROOM 2 MASTER BEDROOM 7 PNT-201 PNT-201 PNT-201 PNT-201 P2 8'-6" A.F.F.(TYP.)11 PNT-201 MASTER BEDROOM P2 4 1/4"TYP.8'-6" A.F.F.(TYP.)5 PNT-201 LIVING & DINING B PNT-103 PNT-201 11 P1 8'-6" A.F.F.(TYP.)LIVING & DINING 11 PNT-201 8'-6" A.F.F.(TYP.)B P1 PNT-103 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 1.21.3 4 PNT-201 PNT-201 31 KITCHENUNIT ENTRY PNT-201 B.O. CEILING 10'-8" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-0" A.F.F. PNT-201 B.O. ENTRY CEILING 9'-0" A.F.F. B.O. ENTRY CEILING 9'-0" A.F.F. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)4" TYP.1'-6"(TYP.)6'-0" (TYP.) fc 4'-0"MAX.(TYP.)4" (TYP.) E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)1'-6"(TYP.)4'-0"MAX.(TYP.)fc E.Q.E.Q. 6'-0" (TYP.)1'-6"(TYP.)3'-6"(TYP.)4" MIN.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)4" (TYP.)3'-6"(TYP.)8" MIN.4'-0"MAX.(TYP.)fc 1'-6"(TYP.)3'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. E.Q.E.Q.3'-6"(TYP.)3'-6"(TYP.)E.Q.E.Q. UNIT 301 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 FINISH FLOOR 0'-0" PNT-201 B.O. ENTRY CEILING 9'-0" A.F.F. SECONDARY BATHROOM E.Q.E.Q. 8" MIN.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) DOOR CASING TO BE PAINTED, PNT-204 (TYP.) A-502 9 (TYP.) A-502 9 (TYP.) A-502 9 (TYP.) E.Q.E.Q.E.Q.E.Q.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 1'-6"(TYP.)PNT-201 3'-6"(TYP.)6" TYP. 8" MIN.9'-0" A.F.F.(TYP.)B.O. fc UNIT P2 9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT ENTRY LEVEL 0'-6" (V.I.F.) ENTRY LEVEL 0'-6" (V.I.F.) ENTRY LEVEL 0'-6" (V.I.F.) NEW SILL & APRON PAINTED PNT-204 (TYP.) S-2 S-2 S-1 V-1 6" STEP +6" +6"+6"TVKEY PLAN 1.2 1.31.1 1.4 A B C 1 2 3 4 56 7 89 10 11 12 221 UNIT 301 A-230.1B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 301 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R.TH-510'-6" x 6'-6" 2B 2A 2D 2C 4'-0"VANITY3'-0"3'-0"V.I.F.5'-0" SHOWER 2'-0" VANITY 1'-6"1'-6"1'-6" V.I.F. 5'-9 3/4" V.I.F.3'-0"SHOWER10'-6"CFT-100 S-1 V-1 S-2 T-1 5 6 SH-2 M-1TH-3TH-1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 8" V.I.F.7'-6 1/8"V.I.F.E.Q.E.Q. RECESSED SHOWER NICHE (SN-1)6"V.I.F.SCH-2 @SHOWER NICHE PERIMETER F STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL TH-1 UNIT 301 SECONDARY BATHROOM UNIT 301 SECONDARY BATHROOM UNIT 301 SECONDARY BATHROOM UNIT 301 SECONDARY BATHROOM TH-1 TH-4 TH-4 SH-2 T-1 SC-1 SC-1 CWT-100 SC-1 FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) UNIT 301 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 T-1 TH-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D 5'-0" VANITY (V.I.F.) 3'-0"2'-10" SHOWER 1'-6"1'-6" 10'-10" V.I.F.5'-0"SHOWER1'-6 3/4"V.I.F.6'-11 1/8" V.I.F. 3'-11 1/4" V.I.F.6'-6 1/4"V.I.F.7 1/4"V.I.F.2'-0"VANITY5'-1 5/8"V.I.F.UNIT 301 MASTER BATHROOM S-1 S-2 V-2 T-1 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. SOFFIT ±9'-0" A.F.F. (V.I.F) B.O. CEILING ±10'-7" A.F.F. (V.I.F) SH-2 TH-1 SC-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CWT-100 CWT-100 CWT-100 CWT-100 CFT-100 2'-10"TYP.6'-10"TYP.2'-0"TYP.6'-10"TYP.2'-10"TYP.6'-10"TYP.2'-10"TYP.6'-10"TYP.2'-0"TYP.PNT-210PNT-210 PNT-210 PNT-102 PNT-210 PNT-210 PNT-210 PNT-210 PNT-210 5 5 5 PNT-210 6 TH-2 TH-3 M-2 S-2 V-2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TH-2 3'-6"(TYP.)E.Q.E.Q. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 2'-10"TYP.TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q.TH-3 5'-6"(TYP.)TH-1UNIT 301 MASTER BATHROOM UNIT 301 MASTER BATHROOM UNIT 301 MASTER BATHROOM UNIT 301 MASTER BATHROOM5'-6"(TYP.)E.Q.E.Q. SH-2 CWT-100 TH-5 3'-6"(TYP.)E.Q.E.Q. SH-2 E.Q.E.Q. B.O. REFLECTIVE SURFACE 3'-7"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) S-2 V-15'-6"(TYP.)E.Q.E.Q. INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.)3'-6"(TYP.)6" TYP.1'-6"(TYP.)6" TYP.1'-6"(TYP.)TH-3 5'-6"TYP.2'-4" TYP. CLEAR OPENING E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)3'-8"SN-1 3'-8"SN-1E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"3'-8"SN-1 SN-1 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SH-2 3'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED SH-5 7'-6"SH-1 SH-2 M-2 S-2 V-2 S-1 M-2 M-1 S-2 S-1 V-1 M-1 T-1 T-1 CONTRACTOR TO INSTALL RADIANT FLOOR HEATING AS PER ENGINEERING SPECIFICATIONS CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) NEW SILL & APRON PAINTED PNT-204 (TYP.) E.Q.E.Q.3'-6"(TYP.)E.Q.E.Q.E.Q.E.Q. SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 301 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.1C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 W/D RG MH-1 RF-1 S4 DW-1 RG MH-1 RANGE MICROWAVE DISHWASHER RF-1 REFRIGERATOR 1'-6"1'-6"3/4"2'-2"2'-1"1 1/4"2'-6 1/4"4 1/2"1'-10"3'-2"B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 1A 1C 9'-5"3'-8"2'-1"4'-0"10'-9" (V.I.F.) ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B W/D MECH 3'-0 1/2"V.I.F.1'-6"2'-6"2'-1"3 1/2"1'-0"1'-2 3/4" (V.I.F.)6"(V.I.F.)5'-5" 6'-8" (V.I.F.)3'-4"4'-0"2'-2"V.I.F.1B T.O. KITCHEN CABINETS 8'-0" A.F.F.1'-0"1'-6" 10'-9" (V.I.F.) ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 2'-1"4'-7 1/4" B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1D 1'-0"1"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1'-0"1 1/4"2'-6 1/4"4 1/2"EQ. 5'-5" 5'-3 3/4"3'-0"P3P3 P3 P3 3'-6"3'-6"P3 1'-0"1"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"4" 8'-11"(V.I.F.) 4'-0"3'-0"3'-6"2"2'-0" 3/4" EQ.1'-11"2'-1" 1'-3"1'-3"1'-3" 6 1/4" (V.I.F.) 1'-0" 1'-0"1 1/4"2'-6 1/4"1'-10"3'-2"8'-0"4 1/2"1'-3"1'-3" 1'-6"2" 2'-1" 1'-6"1'-3" EQ.EQ. S4 S4 3'-4" 9'-5"8'-11"(V.I.F.)EQ.3'-0"1'-3"1"1'-3"2'-0"1 1/4" 1 1/4" 4'-7 1/4" S4 S3 DW-1 RG RF-1 KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: 6 1/4"V.I.F. PNT-201 PNT-201 PNT-201 PNT-201 COLUMNS TO BE PAINTED, PNT-203 (TYP.)6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 2'-6"FILLER PANEL 1'-3"2" CWT-101 CWT-101 6"(TYP.)CABINET END PANEL (F1) MH-1 FDEQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) EQ. COLUMNS TO BE PAINTED, PNT-203 (TYP.) 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) TILE (CWT-1) EXTENDS 2'-0 1/2"3 1/2"1'-0"B.O. CEILING VARIES (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-230.2A UNIT 302 INTERIOR ELEVATIONS L.A.R. B.O. CEILING VARIES (V.I.F.) P3P3 F F 11 F F F F fc GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 1111 UNIT ENTRY CWT-100 11 5 SC-1 MASTER BEDROOM UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 PNT-201 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL PNT-201 BEDROOM 2 D PNT-201 8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)LIVING & DINING 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) B.O. BATHROOM CEILING 9'-0" A.F.F. PNT-210 3'-6"(TYP.)3'-6"(TYP.)MASTER BEDROOM PNT-201 fc 1'-6"(TYP.)6'-0" (TYP.)8'-6" A.F.F.(TYP.)1.3 1.2 MASTER BATHROOM UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 PNT-201 9 PNT-201 XX 3'-6"(TYP.)PNT-103 D MASTER BEDROOM 9 PNT-201 PNT-201 E.Q.E.Q.3'-6"(TYP.)8'-6" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)LIVING & DININGBEDROOM 2 8'-6" A.F.F.(TYP.)FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) B.O. BATHROOM CEILING 9'-0" A.F.F. 4" (TYP.)1'-6"(TYP.)PNT-201 PNT-201 PNT-201 PNT-210 PNT-210 3'-6"(TYP.)8" TYP.8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. MASTER BEDROOM MASTER BATHROOM FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 1.3 1.21.31.2 PNT-201PNT-201 2 3 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)11'-0" (TYP.) E.Q.E.Q.3'-6"(TYP.)E.Q.E.Q. FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) PNT-201 1 LIVING & DINING KITCHEN D FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 1.31.2 P3 5 PNT-201PNT-201PNT-201PNT-201 4" (TYP.)1'-6"(TYP.)8'-6" A.F.F.(TYP.)KITCHENLIVING & DINING FINISH FLOOR 0'-0" P3 P3 PNT-103 D PNT-201 PNT-201 4 KITCHEN E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 4" (TYP.)1'-6"(TYP.)3'-6"(TYP.)6" TYP. PNT-201 BEDROOM 2 FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) fc 1'-6"(TYP.)6'-0" (TYP.) BEDROOM 2 PNT-201 PNT-201 1'-6"(TYP.)4'-0"MAX.(TYP.)UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 302 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"105'-0"TYP.4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS COLUMNS TO BE PAINTED, PNT-203 (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) A-502 9 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) A-502 9 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS3'-6"(TYP.)FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.)1'-6"(TYP.)E.Q.E.Q. PNT-201PNT-201 SEE ENLARGED BATHROOM PLANS FOR DETAILS (TYP.) A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) E.Q.E.Q. PNT-103 PNT-201PNT-201 4'-0" MAX. (TYP.)A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)P2 P1 P2 WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) P2 P2 P2P1 P2 P1 P1 P2 P29'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT 9'-0" A.F.F.(TYP.)B.O. fc UNIT NEW SILL & APRON PAINTED PNT-204 (TYP.) +6" +6" ±0"FLOORSLOPED 1:20TV KEY PLAN 221 UNIT 302 2 4 5 9 1.2 1.3 D 1 3 678 10 A-230.2B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 302 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. SH-5 SC-1 2'-10" TYP.6'-10" TYP.S-2 V-2 SC-1 S-2 V-2 S-1 6'-10"TYP.2'-10"TYP.B.O. REFLECTIVE SURFACE 3'-6"TYP.3'-6"(TYP.)E.Q.E.Q. CWT-100 SH-23'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. CWT-100 TH-1 CWT-100 SC-1 T-1 2'-10"TYP.6'-10"TYP.PNT-210 SH-2 E.Q.E.Q. B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) TH-4 5 5'-6"(TYP.)E.Q.E.Q. 6" TYP.3'-6"TYP.SC-1 2'-10"TYP.6'-10"TYP.S-2 6 SH-2 CWT-100 TH-2TH-1 T-1 TH-1 2'-0"TYP.TH-3 5'-6"TYP.TH-2 TH-2 E.Q.E.Q. TH-4 5 5'-6"(TYP.)E.Q.E.Q. PNT-210 TH-1UNIT 302 SECONDARY BATHROOM UNIT 302 SECONDARY BATHROOM UNIT 302 SECONDARY BATHROOM UNIT 302 SECONDARY BATHROOM 2B 2A 2D 2C FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) UNIT 302 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 CFT-100 S-1 S-2 T-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 302 MASTER BATHROOM T-1 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CFT-100 5 5 TH-3 UNIT 302 MASTER BATHROOM UNIT 302 MASTER BATHROOM UNIT 302 MASTER BATHROOM UNIT 302 MASTER BATHROOM SH-2 TH-1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 6" TYP.3'-6"TYP.T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) PNT-210 SH-2 T-1 TH-1 CWT-100 2'-0"TYP.PNT-210 TH-3 5'-6"TYP.2'-4" TYP. CLEAR OPENING 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) S-1 S-2 V-2 M-21'-6" TYP. 1'-6" TYP.4'-7"V.I.F.3'-0"R.O.5"V.I.F.3'-0"2'-3" V.I.F. 5'-0" SHOWER 3'-0"SHOWER5'-0"VANITY2'-0" VANITY 8'-11"8'-0"V.I.F.10'-11" V.I.F.TH-36 M-14" V.I.F. 3'-0" R.O. 1'-2" V.I.F. 2'-0" VANITY 3'-0"VANITY1'-6"TYP.1'-6"TYP.3'-10"V.I.F.5'-0" SHOWER 1'-6" V.I.F.3'-0"SHOWER3'-5"V.I.F.2'-10"R.O.1'-6"V.I.F.3'-0"10'-8"V.I.F.6'-6" V.I.F.1'-6"TYP.3'-6"TYP.PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) PNT-210PNT-210 SC-1 2'-10"TYP.6'-10"TYP.V-2 CWT-100 PNT-210 1'-6" (TYP.) 2'-4" TYP. CLEAR OPENING TH-2 3'-6"TYP.PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) E.Q.E.Q. E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"SN-1 SN-2 RECESSED SHOWER NICHE (SN-2)E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 3'-8"SN-2 3'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 6'-0"10"SH-1 SH-2 7'-6"M-2 M-2 M-1M-1 M-2 S-2 V-3 V-3 S-2 S-1 V-3 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 202 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.2C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020+6"±0"W/D S4 RF-1 RG MH-1 EQ.1 1/4"2'-6 1/4"4 1/2"4'-3"3'-0"DISHWASHER 1'-9"1'-9"3" 3" B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 1A 1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B 3'-0 1/2"V.I.F. 5'-1" 1B T.O. KITCHEN CABINETS 8'-0" A.F.F.1'-0"1'-0"1'-10"3'-2"14'-11" (V.I.F.)8'-0"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1D1'-0"1"ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. P3 P3 3'-6"3'-0"3'-6"3/4"1'-0" W/D 6'-4"4'-10" 7'-3" (V.I.F.)2'-6"2'-0" 14'-11" (V.I.F.) 4'-2" (V.I.F.) 11'-2" (V.I.F.)5'-0"2'-2"5'-1"10'-6"3'-0" CLEAR MIN.RANGE MICROWAVE 1'-9"1'-11"1'-9"1'-3"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"1'-9"1'-9"1'-9"1'-9"3'-0"2'-0" DW-1 P3P3 2'-6 1/4"4 1/2"3'-0"3'-6"1 1/4"4'-3" 1'-9"1'-6"1'-6"1'-3"1 1/4"2'-0 3/4" P3 8'-0"3'-4"5'-0"2'-2"2'-0"1 1/4"9 1/4"9 1/4"4 1/2"11 3/4"KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: S4 S3 DW-1 RG RF-1 MH-1 FD 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) 3/4"2'-1"3 1/2"1'-0"3'-4"CABINET END PANEL (F1)TILE (CWT-1) EXTENDS 1'-3" RF-1 REFRIGERATOR 1'-6"1'-6"3/4"2'-2"3/4" PNT-201 CWT-101 FILLER PANEL 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) S46"(TYP.)1'-6"1'-6" 11'-2" (V.I.F.) PNT-201 CWT-101 PNT-201PNT-201 PNT-201PNT-201 COLUMNS TO BE PAINTED, PNT-203 (TYP.) CABINET END PANEL (F1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) 6'-4"3'-0"1'-9"1'-6"1'-6"3"1'-0" TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) EQ.EQ. 6'-11" (V.I.F.) 1'-9"2" 6'-1" (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 303 INTERIOR ELEVATIONS L.A.R. A-230.3A PNT-103 11 OPEN TO BEYOND3 OPEN TO BEYOND 1 UNIT ENTRY P3 P3 8'-6" A.F.F.(TYP.)P1 OPEN TO BEYOND PNT-103 PNT-103PNT-103 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 11 OPEN TO BEYOND5 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 14A FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL L L L L L L 1.3 1.2 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) A-502 9 (TYP.) PNT-201 8'-6" A.F.F.(TYP.)LIVING & DINING P1 KITCHEN P2 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 DOOR CASING TO BE PAINTED, PNT-204 (TYP.) BEDROOM 2 FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 1.2 3'-6"(TYP.)8" TYP.8'-6" A.F.F.(TYP.)P1 P3 8" TYP. 6" TYP. P2 PNT-201 LIVING & DINING KITCHEN SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 1.3 4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)PNT-201 PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 11 3'-6"(TYP.)8" TYP. fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-6" A.F.F. B.O. CEILING VARIES (V.I.F.)3'-6"(TYP.)E.Q.4'-0"MAX.(TYP.)E.Q. LIVING & DINING PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-6" A.F.F.5'-0"TYP.E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 1'-6"(TYP.)PNT-201 FINISH FLOOR 0'-0" 1.3 A-502 9 (TYP.) 4 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. ENTRY CEILING 9'-6" A.F.F. B.O. CEILING VARIES (V.I.F.) PNT-201 PNT-201 1.3A-502 9 (TYP.) PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-6" A.F.F. B.O. CEILING VARIES (V.I.F.) 2 3'-6"(TYP.)8" TYP. PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. ENTRY CEILING 9'-6" A.F.F. GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 5 1'-6"(TYP.)E.Q.E.Q. LIVING & DINING MASTER BEDROOM P2 8'-6" A.F.F.(TYP.)PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS E FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) P2 8'-6" A.F.F.(TYP.)fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 1'-6"(TYP.)6'-0" (TYP.) E.Q.E.Q. PNT-201 MASTER BEDROOM 4'-0"MAX.(TYP.)8" TYP. PNT-201 1.2 A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 1.2A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)3'-6"(TYP.)E.Q.E.Q. P2 8'-6" A.F.F.(TYP.)MASTER BEDROOM 4" (TYP.)1'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) PNT-201 PNT-201PNT-201 11 P2 8'-6" A.F.F.(TYP.)fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 1'-6"(TYP.)1'-0" TYP. PNT-201 PNT-201 FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FF FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.)PNT-201 P2 8'-6" A.F.F.(TYP.)MASTER BEDROOM 1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P3 P3 3'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.)PNT-201 PNT-201 KITCHEN 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F.) F BEDROOM 2 P2 8'-6" A.F.F.(TYP.)PNT-201 PNT-201 4" (TYP.)1'-6"(TYP.)E.Q.E.Q. UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"13 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"14 UNIT 303 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"15 BEDROOM 2 3'-6"(TYP.)E.Q.E.Q.7 8'-6" A.F.F.(TYP.)BEDROOM 2 3'-6"(TYP.)4'-0" MAX. (TYP.)1'-6"(TYP.)E.Q.E.Q. 7 NEW (NON-OPERABLE) DOOR TO REPLACE EXISTING, SEE A-600 FOR DETAILS NEW SILL & APRON PAINTED PNT-204 (TYP.) TV NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" KEY PLAN 1 8 7 45 3 2 9 1011 12 15 13 14 2.3 2.3 2.3 2.3 2.3 221 UNIT 303 6 A-230.3B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 303 ENLARGED BATHROOM PLANS & ELEVATIONS TH-2 E.Q.E.Q.TH-2PNT-210 SH-2 CWT-100 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) TH-1 SC-1 2'-10"TYP.6'-10"TYP.PNT-210 S-2TH-1UNIT 303 SECONDARY BATHROOM UNIT 303 SECONDARY BATHROOM UNIT 303 SECONDARY BATHROOM UNIT 303 SECONDARY BATHROOM 2B 2A 2D 2C FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) UNIT 303 SECONDARY BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 CFT-100 S-1 S-2 T-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 303 MASTER BATHROOM S-1 S-2 T-1 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CFT-100 5 5 TH-3 UNIT 303 MASTER BATHROOM UNIT 303 MASTER BATHROOM UNIT 303 MASTER BATHROOM UNIT 303 MASTER BATHROOM SH-2 M-1 TH-3 TH-1INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 3'-0" VANITY 1'-6" TYP. 1'-6" TYP. 3'-0" V.I.F. 3'-0"2'-0"VANITY6'-0" V.I.F. 3'-0" SHOWER 5'-0"SHOWER2'-1"V.I.F.7'-2"V.I.F.9'-0" V.I.F. CWT-100 SC-1 T-12'-10"TYP.6'-10"TYP.PNT-210 SH-2 3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SH-1 SH-2 T-1 TH-1 CWT-100 2'-0"TYP.PNT-210 TH-3 5'-6"TYP.2'-4" TYP. CLEAR OPENING STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) V-3 1'-6" TYP. 1'-6" TYP. 3'-0"3'-0"3'-0" VANITY 2'-0"VANITY1'-8"V.I.F.5'-0"SHOWER6'-8"V.I.F.3'-0" SHOWER 3" V.I.F. 3'-0" R.O. 2'-9"4'-9"PNT-210 SH-2 CWT-100 3'-6"(TYP.)SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)1'-6"(TYP.)TH-1 SC-1 2'-10"TYP.6'-10"TYP.PNT-210 S-2 6" TYP.3'-6"TYP.CWT-100 SC-1 T-12'-10"TYP.6'-10"TYP.PNT-210 SH-2 E.Q.E.Q. B.O. REFLECTIVE SURFACE 3'-2"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-4" (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) TH-1 CWT-100 2'-0"TYP.PNT-210 TH-3 5'-6"TYP.2'-4" TYP. CLEAR OPENING STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL V-3 TH-4 5 5'-6"(TYP.)E.Q.E.Q. 6" TYP. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) 8'-11 7/8" V.I.F.E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)E.Q.E.Q.RECESSED SHOWER NICHE (SN-1) E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"3'-8"SN-1 3'-8"SN-1 3'-8"SN-1 SN-1 3'-6"(TYP.)7'-6"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"6'-0"7'-6"SH-5 SH-2 M-1 M-1 M-1 S-2 S-1 V-3 M-1 TH-5 V-3 7" V.I.F.5'-1 1/2"V-3 S-2 S-1 V-3 TH-4 5 E.Q.E.Q. TH-5 T-1 SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) UNIT 303 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.3C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: DW-1 S3 S4 FD RF-1 RG MH-1 1B TILE (CWT-1) EXTENDS 5" (V.I.F.)3'-0 1/4"1'-3"2'-6"1'-1 1/2"1"1'-0"1'-0"10'-7" (V.I.F.)6'-8"3'-3" (V.I.F.)4'-0"2'-0 1/2"3 1/2"1'-0" 3'-4" 1'-0"1'-0" 2'-1" CABINET END PANEL (F1)E.Q.E.Q.1A 1D 1C P3 P3 B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 RG 3'-2"MH-1 2'-6 1/4"4 1/2"6'-8"3'-0"3'-6"EQ.EQ.EQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 2'-1" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING VARIES (V.I.F.) 3'-4"4'-0" 1'-3"1'-3"1'-3"1'-3"1'-0"3'-0"1'-10"3'-2"PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) 6'-2" CWT-101 1'-3"1'-3"1'-6"1" P3P3 S4 1'-0" EQ. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING VARIES (V.I.F.) DISHWASHER DW-1 6'-8"3'-0"3'-6"1'-3"3/4" EQ. 2'-1" 1'-3"2'-0"1 1/4"3'-6"5/4" CONTERTOP WITH WATERFALL EDGE (STN-1)3/4"RF-1 REFRIGERATOR 3/4"3'-0"5" (V.I.F.) RG RANGE 1'-3"3"1'-10"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"8'-0"MICROWAVE 6"(TYP.)CWT-101 2'-6"1'-0" B.O. CEILING VARIES (V.I.F.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. PNT-201 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)3'-2"1'-11"MH-1 1'-3"1'-3"1'-3"1'-0"1'-0"3"1'-0"1'-6"1'-6" FILLER PANEL FILLER PANEL FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 304 INTERIOR ELEVATIONS L.A.R. A-230.4A B.O. CEILING 7'-1" A.F.F. (V.I.F.) P2P2P2 BB AA P2 P4 P4P1 P1P1 P1 OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND8" TYP.1'-6"(TYP.)E.Q.E.Q. OPEN TO BEYOND SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 8" MIN.3'-6"(TYP.)KITCHEN FINISH FLOOR (3RD FLOOR) 0'-0" BB AA BB AA BB AA BB AA SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL 2.2 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) B.O. CEILING VARIES (V.I.F.) 2.3 8'-6" A.F.F.(TYP.)KITCHEN LIVING & DINING 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201PNT-201 1'-6"(TYP.)E.Q.E.Q. PNT-201PNT-201 PNT-201 1'-6"(TYP.)E.Q.E.Q.10'-0" A.F.F.(TYP.)10'-0" A.F.F.(TYP.)LIVING & DINING BEDROOM 1 fc E.Q.E.Q. B.O. CEILING VARIES (V.I.F.) BB FINISH FLOOR (3RD FLOOR) 0'-0" FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F.) B.O. CEILING 7'-1" A.F.F. (V.I.F.) P3 P3 PNT-201 PNT-201 10'-0" A.F.F.(TYP.)FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) P3 10'-0" A.F.F.(TYP.)1'-6"(TYP.)4" (TYP.)3'-6"(TYP.)8" MIN.4'-0"MAX.(TYP.)PNT-201 LIVING & DINING KITCHEN SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 2.22.3 8" TYP. 6" TYP.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS DOOR CASING TO BE PAINTED, PNT-204 (TYP.) UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" OPEN TO BEYOND DOOR CASING TO BE PAINTED, PNT-204 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS10'-0" A.F.F.(TYP.)BEDROOM 1 PNT-201 PNT-201 1'-6"(TYP.)4" (TYP.) PNT-201 B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F.) 6'-0" (TYP.)1'-6"(TYP.)fc 1'-6"(TYP.)E.Q.E.Q.E.Q.E.Q. PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS BEDROOM 1 10'-0" A.F.F.(TYP.)9'-0" A.F.F.(TYP.)2.3 B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F.) T.O. STORAGE STRUCTURE 7'-11" A.F.F. STORAGE FLOOR STRUCTURE UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 11B6B 3'-6"(TYP.)4'-0"MAX.(TYP.)E.Q.E.Q. PNT-201PNT-201 T.O. STORAGE STRUCTURE 7'-11" A.F.F. STORAGE FLOOR STRUCTURE 12 3'-6"(TYP.)E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F.)10'-0" A.F.F.(TYP.)UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) B.O. CEILING VARIES (V.I.F.)3'-6"(TYP.)8" TYP. PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS BEDROOM 2 2.2 UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" PNT-201 1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"119'-0" A.F.F.(TYP.)B.O. fc UNIT B.O. fc UNIT WINDOW CASING TO BE PAINTED, PNT-204 (TYP.)5'-0"TYP.1'-6" (TYP.) CC 2.3 BB 60" Ø INTERIOR SPIRAL STAIRWAY MODEL: CUSTOM (SIMILAR TO D224N MONTEREY BAY) DIRECTION OF ROTATION: COUNTER-CLOCKWISE PLATFORM STYLE: NO PLATFORM (N/P) HANDRAIL: R10515 (WHITE OAK) CONTRACTOR TO STAIN-2 RISER: ECONO RISER FINISH: POWDER COAT SATIN BLACK TREAD: WHITE OAK HARDWOOD - CONTRACTOR TO STAIN-2 FINIAL: NONE - POST TO EXTEND TO BOTTOM OF DECK BALUSTERS: 1" Ø (MAIN) & 1/2" Ø (MID) CONTRACTOR TO PROVIDE SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW AND APPROVAL NORTHERN STAIRCASE COMPANY, INC. 248.338.7846 BB 60" Ø INTERIOR SPIRAL STAIRWAY MODEL: CUSTOM (SIMILAR TO D224N MONTEREY BAY) DIRECTION OF ROTATION: COUNTER-CLOCKWISE PLATFORM STYLE: NO PLATFORM (N/P) HANDRAIL: R10515 (WHITE OAK) CONTRACTOR TO STAIN-2 RISER: ECONO RISER FINISH: POWDER COAT SATIN BLACK TREAD: WHITE OAK HARDWOOD - CONTRACTOR TO STAIN-2 FINIAL: NONE - POST TO EXTEND TO BOTTOM OF DECK BALUSTERS: 1" Ø (MAIN) & 1/2" Ø (MID) CONTRACTOR TO PROVIDE SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW AND APPROVAL NORTHERN STAIRCASE COMPANY, INC. 248.338.7846 BEDROOM 2 PNT-201 E.Q.E.Q. 60" Ø INTERIOR SPIRAL STAIRWAY MODEL: CUSTOM (SIMILAR TO D224N MONTEREY BAY) DIRECTION OF ROTATION: COUNTER-CLOCKWISE PLATFORM STYLE: NO PLATFORM (N/P) HANDRAIL: R10515 (WHITE OAK) CONTRACTOR TO STAIN-2 RISER: ECONO RISER FINISH: POWDER COAT SATIN BLACK TREAD: WHITE OAK HARDWOOD - CONTRACTOR TO STAIN-2 FINIAL: NONE - POST TO EXTEND TO BOTTOM OF DECK BALUSTERS: 1" Ø (MAIN) & 1/2" Ø (MID) CONTRACTOR TO PROVIDE SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW AND APPROVAL NORTHERN STAIRCASE COMPANY, INC. 248.338.7846 16 B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) 3'-6"(TYP.)8" TYP. 8" TYP.3'-6"(TYP.)10'-0" A.F.F.(TYP.)10'-0" A.F.F.(TYP.)PNT-201 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS LIVING & DINING UNIT 304 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 BEDROOM 2 COLUMNS TO BE PAINTED, PNT-203 (TYP.) 2.2 COLUMNS TO BE PAINTED, PNT-203 (TYP.) fc 6'-0" (TYP.)1'-6"(TYP.)BB CC PNT-201 154B E.Q. 8 BEDROOM 1 2B3B 6'-8" A.F.F.3'-6"(TYP.)NEW SILL & APRON PAINTED PNT-204 (TYP.)10'-0" A.F.F.(TYP.)P1 10'-0" A.F.F.(TYP.)NEW SILL & APRON PAINTED PNT-204 (TYP.) 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. EXPOSED STRUCTURAL STEEL TO BE PAINTED PNT-205 (TYP.) A-601 1 A-601 2 A-601 3 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. 2 A-601 1 A-601 3 A-601 2 A-601 1 A-601 3 A-601 NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL REQUIREMENTS OF SPIRAL STAIR CENTER POST (TYP.) UP DN DN KEY PLAN - 3RD FLOOR LOFT 217 UNIT 304 2.1 2.2 2.3 2.4 BB AA CCUPDN +6" 2.42.32.22.11.4 2.25 UP DN UP TV KEY PLAN - 3RD FLOOR 217 UNIT 304 2.1 2.2 2.3 2.4 BB AA CC 1 8 7 4 5 6 3 10 11 2 9 1 8 4 53 10 2 9 A-230.4B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 304 ENLARGED BATHROOM PLANS & ELEVATIONS E.Q. 5'-0" SHOWER TH-1 TH-1 V-1 SC-1 2'-10"TYP.6'-10"TYP.S-2 3'-6"(TYP.)1'-6"(TYP.)TH-2 SH-2 CWT-100 PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) UNIT 304 BATHROOM 1 S-2 SH-1 SH-2 1D 1C 1B 1A ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CFT-100 5 TH-3UNIT 304 BATHROOM 1 UNIT 304 BATHROOM 1 UNIT 304 BATHROOM 1 UNIT 304 BATHROOM 1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) S-1 M-1SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) PNT-210 ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 304 LOFT BATHROOM 2 UNIT 304 LOFT BATHROOM 2 UNIT 304 LOFT BATHROOM 2 UNIT 304 LOFT BATHROOM 2 UNIT 304 LOFT BATHROOM 2 SH-2 2D 2C 2B 2A CFT-100 15 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) T-1 T-2TH-2E.Q.E.Q. 6 1'-6"TYP.1'-6"TYP.3'-0"2'-0" VANITY PNT-210 V-1 V-3 S-2 S-1M-14 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) FINISH FLOOR (3RD FLOOR LOFT) 0'-0" B.O. CEILING (3RD FLOOR LOFT) ±7'-0" A.F.F. (V.I.F) B.O. CEILING ±7'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" RECESSED SHOWER NICHE (SN-2)3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 M-1 S-2 S-1 V-1 M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) E.Q.E.Q. 7'-0 7/8" V.I.F.3'-0"SHOWERRECESSED SHOWER NICHE (SN-2) 2'-1" V.I.F.4'-0"VANITY4"3'-0" R.O. 1'-2 1/8" V.I.F.7'-0"TH-32'-0" VANITY 4'-6 1/4" V.I.F.6'-0"3'-0"SHOWER5'-0" SHOWERE.Q.E.Q.3'-0"VANITY3'-0"5'-11 7/8"V.I.F.1'-6"1'-6"TH-2TH-1 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) CWT-100 SH-2 3'-6"(TYP.)6'-8"(TYP.)SH-1 E.Q.E.Q. TH-4 5 5'-6"(TYP.)E.Q.E.Q. SH-2 1'-6"(TYP.)PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) CWT-100 6 TH-2 3'-6"TYP.E.Q.E.Q.3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 CWT-100PNT-210 TH-3 5'-6"TYP.STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL TH-1 2'-0"TYP.2'-4" TYP. CLEAR OPENING 3'-8"SN-2 SH-1 SH-2 T-1 TH-4 15 5'-6"(TYP.)E.Q. SC-1 2'-10"TYP.6'-8"TYP.PNT-210 6" TYP. 6" TYP. M-1 E.Q. S-2 TH-1 T-2 CWT-100 SH-2 E.Q.E.Q. SC-1 2'-10" TYP.6'-8"TYP.B.O. REFLECTIVE SURFACE TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-4"(TYP.)3'-6"(TYP.)6'-8"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"5'-1 1/2"M-1 S-2 S-1 V-3 CWT-100 PNT-210 TH-3 5'-6"TYP.STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 2'-4" TYP. CLEAR OPENING 3'-8"SN-2 6'-8"SH-5 SH-2 T-2 SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 304 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.4C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 3'-7 1/4" S4 RG MH-1 RF-1 S4 RG MH-1 RANGE MICROWAVE1'-11"1'-3"1'-3" 2'-6" 1'-3"1'-6" B.O. CEILING VARIES (V.I.F) 1'-0" P3 P3 3'-6"9 1/4"11 3/4"2'-1" RF-1 REFRIGERATOR 3/4"1'-6"1'-6"2 1/2" (V.I.F.) 3/4"3'-0 1/2"2 1/2" (V.I.F.) 2'-1" B.O. CEILING VARIES (V.I.F) FINISH FLOOR 0'-0" UP ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D 1'-6"1'-10"3'-2"1'-6"1 1/4"9 1/4"4 1/2"1'-0"8'-0"1'-3"1'-0"3'-0"3'-6"2'-1" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. DISHWASHER DW-1 6'-7" P3P3 3'-0"3'-6"1'-6"1'-6"1'-6"2'-0" 8'-8" 1'-6" 1'-0"4"1'-6" B.O. CEILING VARIES (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 3/4" B.O. CEILING VARIES (V.I.F) 4'-0" 1'-3"3/4"3'-4"1 1/4" EQ.1'-10"P3 1'-3" 6'-1"1 1/4"2'-6 1/4"4 1/2"KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: 1A 1C 1'-0"3 1/2"2'-0 1/2" 3'-4" 4'-0"1'-0"1'-0"1" 2'-1"3'-0"3/4"3'-0 1/2"2 1/2"V.I.F.2'-6"2'-9"1"1'-0"1'-0"7'-2 1/2"V.I.F.3'-7 1/4"1B 1D 5'-4 1/2"V.I.F.S4 S3 DW-1 RG RF-1 CABINET END PANEL (F1) MH-1 FD TILE (CWT-1) EXTENDS13'-6 1/2" (V.I.F.)5'-1"1'-8 3/4"V.I.F.150°120° 8'-6 1/2" V.I.F.6"(TYP.)1'-3"3/4"1'-6" 1'-0"1'-6" CWT-101 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) EQ.EQ.1 1/4"2'-6 1/4"4 1/2"3'-0"3'-7 1/4" 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) 6'-1" V.I.F. 1'-3"1'-3"1"3'-2"CWT-101 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) PNT-201 PNT-201 PNT-201 S4 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 305 INTERIOR ELEVATIONS L.A.R. A-230.5A BB AA BB AA P1P2 P4 P2 P2 P2 P4 P1 P1 14 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING 7'-1" A.F.F. (V.I.F.) fc FINISH FLOOR (3RD FLOOR) 0'-0" FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL B.O. CEILING VARIES (V.I.F) UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 WINDOW CASING TO BE PAINTED, PNT-204 (TYP.)CC LIVING & DINING 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 DD EE 1'-6"(TYP.)E.Q.E.Q. BEDROOM 1 10'-0" A.F.F.(TYP.)10'-0" A.F.F.(TYP.)LIVING & DINING 10'-0" A.F.F.(TYP.)B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) 4" (TYP.)1'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)8" TYP. 2.22.3 1'-6"(TYP.)6'-0" (TYP.) KITCHEN BEDROOM 2 COLUMNS TO BE PAINTED, PNT-203 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 PNT-201 PNT-201 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 2.2 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING 9'-6" A.F.F. (V.I.F.) PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 UNIT ENTRY 1 KITCHEN B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) 4B 3'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 16 E.Q.E.Q.3'-6"(TYP.)EE DD 60" Ø INTERIOR SPIRAL STAIRWAY MODEL: CUSTOM (SIMILAR TO D224N MONTEREY BAY) DIRECTION OF ROTATION: COUNTER-CLOCKWISE PLATFORM STYLE: NO PLATFORM (N/P) HANDRAIL: R10515 (WHITE OAK) CONTRACTOR TO STAIN-2 RISER: ECONO RISER FINISH: POWDER COAT SATIN BLACK TREAD: WHITE OAK HARDWOOD - CONTRACTOR TO STAIN-2 FINIAL: NONE - POST TO EXTEND TO BOTTOM OF DECK BALUSTERS: 1" Ø (MAIN) & 1/2" Ø (MID) CONTRACTOR TO PROVIDE SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW AND APPROVAL NORTHERN STAIRCASE COMPANY, INC. 248.338.7846 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS3'-6"(TYP.)8" TYP. 1 3'-6"(TYP.)8" TYP.4B 15 FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) B.O. CEILING 7'-1" A.F.F. (V.I.F.) DD 3'-6"(TYP.)1'-6"(TYP.)4'-0"MAX.(TYP.)PNT-201 PNT-201 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 9'-6" A.F.F. (V.I.F.) UNIT ENTRY 2.2 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS COLUMNS TO BE PAINTED, PNT-203 (TYP.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING 7'-1" A.F.F. (V.I.F.)5'-0"TYP.E.QE.QOPEN TO BEYOND 15 B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) 2.2 2B LIVING & DINING 10'-0" A.F.F.(TYP.)fcB.O. fc UNIT 9'-0" A.F.F.(TYP.)DOOR CASING TO BE PAINTED, PNT-204 (TYP.)1'-6"(TYP.)E.Q.E.Q. E.Q.E.Q.1'-6"(TYP.)3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 3B 2.3 3'-6"(TYP.)8'-6" A.F.F.(TYP.)E.Q.E.Q. 1011 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) fcB.O. fc UNIT 1'-6"(TYP.)4'-0"MAX.(TYP.)3'-6"(TYP.)13T.O. STORAGE STRUCTURE 7'-11" A.F.F.STORAGE FLOOR STRUCTURE PNT-201 PNT-201 CC 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS BEDROOM 1 10'-0" A.F.F.(TYP.)FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) 2.3 10'-0" A.F.F.(TYP.)6'-0" (TYP.)1'-6"(TYP.)BEDROOM 1 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) 2.3 BEDROOM 1 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 4" (TYP.)1'-6"(TYP.)E.Q.E.Q. B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR) 0'-0" KITCHEN 3'-6"(TYP.)8" TYP. 6" TYP. SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) EE UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 UNIT 305 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. COLUMNS TO BE PAINTED, PNT-203 (TYP.) 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. COLUMNS TO BE PAINTED, PNT-203 (TYP.) NEW SILL & APRON PAINTED PNT-204 (TYP.) EXPOSED STRUCTURAL STEEL TO BE PAINTED PNT-205 (TYP.) A-601 1 A-601 2 A-601 3 A-601 2 A-601 1 3 A-601 10'-0" A.F.F.(TYP.)10'-0" A.F.F.(TYP.)A-601 2 A-601 1 10'-0" A.F.F.(TYP.)NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL REQUIREMENTS OF SPIRAL STAIR CENTER POST (TYP.) DN UP DN KEY PLAN - 3RD FLOOR LOFT 217 UNIT 305 2.2 2.3 FF FF FF UP TV UP KEY PLAN - 3RD FLOOR 1 8 5 2 9 3 2.2 2.3 FF FF FF 10 11 4 6 12 7 217 UNIT 305 1 5 2 9 3 10 11 4 6 12 A-230.5B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 305 ENLARGED BATHROOM PLANS & ELEVATIONS SC-1 2'-10"TYP.6'-10"TYP.S-2 PNT-210 6" TYP. SH-2 TH-1 T-2 TH-1 CWT-100 SH-2 E.Q.E.Q.3'-6"(TYP.)1'-6"(TYP.)TH-2 SH-2 CWT-100PNT-210 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SC-1 2'-10"TYP.6'-8"TYP.B.O. REFLECTIVE SURFACE 3'-0"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) CWT-100 PNT-210 TH-3 5'-6"TYP.PNT-210 CWT-100 SH-2 3'-6"(TYP.)6'-8"(TYP.)SH-1 E.Q.E.Q. UNIT 305 BATHROOM 1 S-2 V-3 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A B.O. CEILING ±7'-4" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CFT-100 5TH-3TH-1 UNIT 305 BATHROOM 1 UNIT 305 BATHROOM 1 UNIT 305 BATHROOM 1 UNIT 305 BATHROOM 1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) S-1 M-1SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) CWT-100 PNT-210 TH-3 5'-6"TYP.PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A FINISH FLOOR (3RD FLOOR LOFT) 0'-0" ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 305 LOFT BATHROOM 2 UNIT 305 LOFT BATHROOM 2 UNIT 305 LOFT BATHROOM 2 UNIT 305 LOFT BATHROOM 2 UNIT 305 LOFT BATHROOM 2 S-2 V-1 SH-2 2D 2A 2B 2C CFT-100 15TH-2TH-1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) S-1 M-1T-1 T-2 B.O. CEILING (3RD FLOOR LOFT) ±7'-0" A.F.F. (V.I.F) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 3'-4"(TYP.)2'-3 3/4" V.I.F. 5'-0" SHOWER 3'-0"SHOWER2'-7 7/8"V.I.F.3'-0"R.O.4"4'-3 5/8" V.I.F. 2'-0" VANITY3'-0"VANITY1'-6"TYP.1'-6"TYP.3'-0"3'-0"SHOWER9 1/8" V.I.F. 7'-3 3/4" V.I.F.9'-0"V.I.F.6'-3 5/8" V.I.F.FINISH FLOOR 0'-0" TH-4 5 5'-0"(TYP.)E.Q.E.Q.3'-6"(TYP.)TH-2 1'-6"(TYP.)PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) V-3 TH-2 3'-6"TYP.E.Q.TH-35'-0" SHOWER 1'-5 1/4" V.I.F.3'-0"SHOWER1'-6"TYP.1'-6"TYP.4'-0"VANITY3'-0"2'-0" VANITY 1'-0 3/8" V.I.F. 3'-0" R.O. 2 3/8"7'-0 1/4"V.I.F.6'-2 5/8" V.I.F. 4 3/4" V.I.F. 6'-8 1/2" V.I.F.10'-0"V.I.F.E.Q.E.Q. TH-4 15 5'-0"(TYP.)E.Q.E.Q. SC-1 2'-10"TYP.6'-8"TYP.S-2 V-1 PNT-210 6" TYP. 6" TYP. CWT-100 E.Q. 2'-4" TYP. CLEAR OPENING 2'-4" TYP. CLEAR OPENING E.Q.E.Q. RECESSED SHOWER NICHE (SN-1) E.Q.E.Q. RECESSED SHOWER NICHE (SN-1) E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER SH-1 SH-2 E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"SN-13'-8"SN-1 3'-8"SN-1 SN-1 3'-6"(TYP.)6'-8"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"5'-1 1/2"SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SH-5 SH-2 T-2 M-1 S-2 S-1 V-3 M-1 M-1 S-2 S-1 V-1 M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) T-1 TH-1 2'-0"TYP.TH-1 2'-0"TYP.SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 305 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.5C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 1'-10"3'-0"1'-11"1'-3"1'-3" FINISH FLOOR 0'-0" RF-1 REFRIGERATOR 3/4"3'-0 1/2" 1'-6"1'-6"3/4"1'-6"(V.I.F.)FINISH FLOOR 0'-0" 1'-0" 2'-1" 1'-6"3 1/2"3'-2"1'-10"3'-0"1'-9"1'-3"1'-3"1" B.O. CEILING VARIES (V.I.F) ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B T.O. KITCHEN CABINETS 8'-0" A.F.F. ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C RG RANGE MH-1 MICROWAVE B.O. CEILING VARIES (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 1'-3"1'-3"1'-0"1 1/4"1'-0"1'-6"1'-6"3'-2"1'-10"3'-0"1 1/4"9 1/4"2'-6"2'-0"9 1/4"11 3/4"4 1/2"B.O. LOFT 7'-4" A.F.F. (V.I.F.) B.O. LOFT 7'-4" A.F.F. (V.I.F.) KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: 1'-0"3 1/2"2'-0 1/2" 3'-4"3'-3"(V.I.F.)3/4"3'-0 1/2"S4 S3 DW-1 RG RF-1 MH-1 FD 2'-1"1"1'-0"1'-0"2'-0"2'-6"1'-8 1/2" 2'-1"94°V.I.F.11'-8 3/4" (V.I.F.)3'-7 1/4"8'-1 1/2" (V.I.F.)6'-4 1/4"TILE (CWT-1) EXTENDS W/D 1A 1B 1C 1D CABINET END PANEL (F1) 9 0 ° 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) EQ.EQ. S4 EQ. 6'-4 1/4" 3'-6 1/2"1 1/4"2'-6 1/4"4 1/2"3'-0"5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) PNT-201 FILLER PANEL 6"(TYP.)CWT-101 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) 1'-6" 1 1/4" CWT-101 2'-1"2'-1" PNT-201 S4 DISHWASHER DW-1 3'-0"1'-6"1'-6"1'-3"2'-0"1 1/4" ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D 3'-7 1/4" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. LOFT 7'-4" A.F.F. (V.I.F.) PNT-201 CWT-101 3"1'-3"1'-3"1'-3"1'-3"1'-0"3" 6'-6" (V.I.F.) PNT-201 2'-1" 1'-3"1'-6"1'-3"1'-3"2 1/2" TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) B.O. CEILING VARIES (V.I.F)3'-2"6'-6"FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 306 INTERIOR ELEVATIONS L.A.R. A-230.6A BB AA BB AA P4 P2P2P4P2P1 P4 BB AA P1 P1 3B P1P1 OPEN TO BEYOND 1615 215 fc OPEN TO BEYOND FINISH FLOOR (3RD FLOOR) 0'-0" BB AA FINISH FLOOR (3RD FLOOR) 0'-0" FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL B.O. CEILING VARIES (V.I.F) UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 P3 P3 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) KITCHEN FF LIVING & DINING 10'-0" A.F.F.(TYP.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) PNT-201 PNT-201 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) BB AA 2.3 2.2 1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. LIVING & DINING 10'-0" A.F.F.(TYP.)P2 8'-6" A.F.F.(TYP.)BEDROOM 1 UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) WINDOW CASING TO BE PAINTED, PNT-204 (TYP.) B.O. CEILING VARIES (V.I.F) B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) 11 10'-0" A.F.F.(TYP.)LIVING & DINING 4" (TYP.)1'-6"(TYP.)E.Q.E.Q. SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) KITCHEN 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) PNT-201 PNT-201 PNT-201 P3P3 COLUMNS TO BE PAINTED, PNT-203 (TYP.) UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 FF FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) 3'-6"(TYP.)FF 1'-6"(TYP.)8" TYP. BEDROOM 2 KITCHEN OPEN TO BEYOND SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) P3 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)6" (TYP.) fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT 1'-6"(TYP.)E.Q.E.Q. E.Q.E.Q. 2.3 1'-6"(TYP.)6'-0" (TYP.) E.Q.E.Q. E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.)10'-0" A.F.F.(TYP.)4B KITCHEN BEDROOM 2 UNIT ENTRY 1 3'-6"(TYP.)8" TYP.1'-6"(TYP.)60" Ø INTERIOR SPIRAL STAIRWAY MODEL: CUSTOM (SIMILAR TO D224N MONTEREY BAY) DIRECTION OF ROTATION: COUNTER-CLOCKWISE PLATFORM STYLE: NO PLATFORM (N/P) HANDRAIL: R10515 (WHITE OAK) CONTRACTOR TO STAIN-2 RISER: ECONO RISER FINISH: POWDER COAT SATIN BLACK TREAD: WHITE OAK HARDWOOD - CONTRACTOR TO STAIN-2 FINIAL: NONE - POST TO EXTEND TO BOTTOM OF DECK BALUSTERS: 1" Ø (MAIN) & 1/2" Ø (MID) CONTRACTOR TO PROVIDE SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW AND APPROVAL NORTHERN STAIRCASE COMPANY, INC. 248.338.7846 4'-0"MAX.(TYP.)3'-6"(TYP.)8" TYP. 2.2 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) COLUMNS TO BE PAINTED, PNT-203 (TYP.)2.3 2.2 10'-0" A.F.F.(TYP.)BEDROOM 2 10'-0" A.F.F.(TYP.)LIVING & DINING 1'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING 7'-1" A.F.F. (V.I.F.) FF PNT-201 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F)10'-0" A.F.F.(TYP.)LIVING & DINING 10'-0" A.F.F.(TYP.)BEDROOM 1 8" TYP.3'-6"(TYP.)4'-0"MAX.(TYP.)E.Q.E.Q. 8" TYP.3'-6"(TYP.)8" TYP.3'-6"(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. B.O. CEILING 7'-1" A.F.F. (V.I.F.) FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) T.O. STORAGE STRUCTURE 7'-11" A.F.F. T.O. STORAGE STRUCTURE 7'-11" A.F.F. 8B 2.32.2 6B fc B.O. fc UNIT 4" (TYP.)1'-6"(TYP.)E.Q.E.Q. E.Q.E.Q. 11 BEDROOM 1 10'-0" A.F.F.(TYP.)PNT-201 PNT-201 9'-0" A.F.F.(TYP.)FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 10'-0" A.F.F.(TYP.)1'-6"(TYP.)6'-0" (TYP.) E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) PNT-201 BEDROOM 1 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 FINISH FLOOR (3RD FLOOR) 0'-0" B.O. CEILING VARIES (V.I.F) UNIT 306 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 5'-0"TYP.1'-6" TYP. 2.2 1'-6"(TYP.)E.Q.E.Q.10'-0" A.F.F.(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) PNT-201 60" Ø INTERIOR SPIRAL STAIRWAY MODEL: CUSTOM (SIMILAR TO D224N MONTEREY BAY) DIRECTION OF ROTATION: COUNTER-CLOCKWISE PLATFORM STYLE: NO PLATFORM (N/P) HANDRAIL: R10515 (WHITE OAK) CONTRACTOR TO STAIN-2 RISER: ECONO RISER FINISH: POWDER COAT SATIN BLACK TREAD: WHITE OAK HARDWOOD - CONTRACTOR TO STAIN-2 FINIAL: NONE - POST TO EXTEND TO BOTTOM OF DECK BALUSTERS: 1" Ø (MAIN) & 1/2" Ø (MID) CONTRACTOR TO PROVIDE SHOP DRAWINGS TO SOUSA DESIGN FOR REVIEW AND APPROVAL NORTHERN STAIRCASE COMPANY, INC. 248.338.7846 6'-8" A.F.F.3B 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. 1/2" TEMPERED STARPHIRE GLASS (BUTT-GLAZED) TYP. NEW SILL & APRON PAINTED PNT-204 (TYP.) NEW SILL & APRON PAINTED PNT-204 (TYP.) EXPOSED STRUCTURAL STEEL TO BE PAINTED PNT-205 (TYP.) 1 A-601 2 A-601 3 A-601 2 A-601 1 A-601 3 A-601 EXPOSED STRUCTURAL STEEL TO BE PAINTED PNT-205 (TYP.) 2 A-601 1 A-601 3 A-601 EXPOSED STRUCTURAL STEEL TO BE PAINTED PNT-205 (TYP.) 1 A-601 2 A-601NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL REQUIREMENTS OF SPIRAL STAIR CENTER POST (TYP.)DNKEY PLAN - 3RD FLOOR LOFT 217 UNIT 306 2.2 2.3 FF TV UP TVNEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" KEY PLAN - 3RD FLOOR 2.2 2.3 FF 217 UNIT 306 1 9 4 5 2 10 36 78 11 1 9 4 5 2 10 36 8 11 A-230.6B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 306 ENLARGED BATHROOM PLANS & ELEVATIONS SN-1 SH-1 SH-2 T-2 TH-1 CWT-100 SH-2 E.Q.E.Q.TH-4 15 5'-6"(TYP.)E.Q.E.Q. SC-1 2'-10"TYP.6'-8"TYP.S-2 3'-6"(TYP.)E.Q.1'-6"(TYP.)TH-2 SH-2 CWT-100 PNT-210 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) V-4 PNT-210 6" TYP. 6" TYP. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SC-1 2'-10"TYP.6'-8"TYP.B.O. REFLECTIVE SURFACE 3'-0 1/2"TYP.TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) CWT-100PNT-210 TH-3 5'-6"TYP.PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) TH-1 CWT-100 SH-2 3'-6"(TYP.)6'-8"(TYP.)SH-1 E.Q.E.Q. TH-4 5 5'-6"(TYP.)E.Q.E.Q. SC-1 2'-10"TYP.6'-10"TYP.S-2 3'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)TH-2 6 SH-2 CWT-100 UNIT 306 BATHROOM 1 S-2 V-4 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±7'-4" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CFT-100 5 TH-2TH-3TH-1 UNIT 306 BATHROOM 1 UNIT 306 BATHROOM 1 UNIT 306 BATHROOM 1 UNIT 306 BATHROOM 1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 6 2'-0" VANITY 7 1/4"3'-0" R.O. 5 7/8"2'-8"VANITY1'-6"TYP.1'-6"TYP.3'-0"3'-0"SHOWER1'-1 1/8" V.I.F. 5'-0" SHOWER3'-0"SHOWER3"V.I.F.2'-9 1/2"R.O.2'-7 1/2"V.I.F.6'-1 1/8" V.I.F.8'-8"V.I.F.S-1 M-1PNT-210 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) V-4 PNT-210 6" TYP. 6" TYP. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) T-1 CWT-100PNT-210 TH-3 5'-6"TYP.PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"2 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2A FINISH FLOOR (3RD FLOOR LOFT) 0'-0" ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"2D UNIT 306 LOFT BATHROOM 2 UNIT 306 LOFT BATHROOM 2 UNIT 306 LOFT BATHROOM 2 UNIT 306 LOFT BATHROOM 2 UNIT 306 LOFT BATHROOM 2 S-2 V-4 SH-2 2D 2A 2B 2C CFT-100 15 TH-2TH-3TH-1 INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 2'-0" VANITY 7 1/4"3'-0" R.O. 5 7/8"2'-8"VANITY1'-6"TYP.1'-6"TYP.3'-0"3'-0"SHOWER6" V.I.F. 5'-0" SHOWER3'-0"SHOWER5'-7 7/8"V.I.F.6'-1 1/8" V.I.F.8'-8"V.I.F.S-1 M-1T-1 T-2 E.Q. B.O. CEILING (3RD FLOOR LOFT) ±7'-0" A.F.F. (V.I.F) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 3'-4"(TYP.)2'-4" TYP. CLEAR OPENING 2'-4" TYP. CLEAR OPENING E.Q.E.Q.RECESSED SHOWER NICHE (SN-1) E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)3'-8"SN-1 SN-1 3'-8"SN-13'-8"SN-1 E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"3'-6"(TYP.)6'-8"(TYP.)SH-5 30" LONG ADJUSTABLE MOUNTING BAR HAND HELD SHOWER HEAD W/ 60" HOSE CAPABLE OF BEING PROVIDED 10"5'-1 1/2"SH-5 SH-2 M-1 S-2 S-1 V-4 M-1 M-1 S-2 S-1 V-4 M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) T-2 SH-5 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 306 ENLARGED KITCHEN PLAN & ELEVATIONS A-230.6C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 S4 DISHWASHER DW-1 3'-0"3'-6"1'-6"2'-0"1 1/4"1'-6" P3 1'-6"1'-6" RG RANGE1'-0"1'-3"1'-3" MICROWAVE 2'-6" CWT-101 MH-1 FINISH FLOOR 0'-0" RF-1 S4 1'-6"1'-6" CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)RF-1 REFRIGERATOR 3/4"1'-6"1'-6" 3/4"3'-0 1/2"W/D ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D FINISH FLOOR 0'-0" KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND:1 1/4"2'-6 1/4"4 1/2"3'-0"1A 1C 1'-0"3 1/2"2'-0 1/2" 3'-4" 1'-0"1'-0"1" 2'-1"3/4"3'-0 1/2"1B1D 1'-0" EQ. S4 S3 DW-1 RG RF-1 CABINET END PANEL (F1) MH-1 FD TILE (CWT-1) EXTENDS 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) 3'-0"2'-6"3'-0"3'-7 1/4"3'-6"7'-1 1/4"10'-7"3'-4" 13'-11" 2'-2"8'-6" (V.I.F.)3'-3 3/4"2'-1"FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 7'-1" A.F.F. 1'-3"2"1'-0" FILLER PANEL CWT-101 1'-6"1'-9"1 1/2"6"(TYP.)FINISH FLOOR 0'-0" B.O. CEILING VARIES (V.I.F) EQ.EQ. 7'-1 1/4"3'-6"2'-3"1'-10"3'-0"S4 3'-4"3'-0"T.O. KITCHEN CABINETS 7'-1" A.F.F. B.O. CEILING VARIES (V.I.F) 1'-0"1"1'-6"1'-6" 1'-6"1'-6"3/4"1'-6"1'-6" PNT-201 B.O. CEILING VARIES (V.I.F) 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1)3'-10 1/2"P3 P3 4 1/2"11 3/4"9 1/4"9 1/4"1 1/4"1'-10"2'-3"FINISH FLOOR (3RD FLOOR LOFT) 7'-5" (V.I.F.) PNT-201 B.O. LOFT 7'-1" A.F.F. (V.I.F.) P3P3 T.O. KITCHEN CABINETS 7'-1" A.F.F. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-240.1A UNIT 401 INTERIOR ELEVATIONS R.R. LIVING & DINING P1 P2 P1 C FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL C B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" C C C C C UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 E.Q.E.Q.E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.8'-0" A.F.F.(TYP.)MASTER BEDROOM LIVING & DINING 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)8'-0" A.F.F.(TYP.)1.2 1.3A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) PNT-201 PNT-201 PNT-201 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 P1 8'-0" A.F.F.(TYP.)4" (TYP.) E.Q.E.Q.1'-6"(TYP.)P3 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)8" MIN. LIVING & DINING B C B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 1 UNIT ENTRY 3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 FINISH FLOOR 0'-0" B.O. CEILING 10'- 4" A.F.F. (V.I.F.) 2 11E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)3'-6"(TYP.)C B LIVING & DINING 7"1'-6"(TYP.)5'-0"TYP.1'-6" UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 5 4'-11"1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)P2 P3 P3 fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT MASTER BEDROOM 3'-0"3'-0"1'-6"(TYP.)E.Q.E.Q. UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" E.Q.E.Q.3'-6"(TYP.)B UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 6 E.Q.E.Q.4'-0"MAX.(TYP.)11 UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS fc B.O. fc UNIT 1.21.3 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)A-502 9 (TYP.) PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201PNT-201 PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 3 4 8 NEW SILL & APRON PAINTED PNT-204 (TYP.)TVTV DN KEY PLAN 1.2 1.31.1 1.4 A B C 1 6 2 3 5 7 4 221 UNIT 401 5 A-240.1B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 401 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. 6 TH-1 SH-1 SH-2 TH-4 SH-2 T-1 SC-1 V-1 4'-0" VANITY (V.I.F.) 3'-0"3'-0" SHOWER 1'-6" (TYP.) 1'-6" (TYP.) 10'-0" V.I.F.5'-0"SHOWER1'-6 1/4"V.I.F.6'-6 1/4"V.I.F.2'-0"VANITY4'-6 1/2"V.I.F.UNIT 401 MASTER BATHROOM S-1 S-2 T-1 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) SH-2 T-1 TH-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CWT-100 CWT-100 CFT-100 2'-10"TYP.6'-10"TYP.2'-0"TYP.PNT-210PNT-210 5 5 TH-2 TH-3 S-2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TH-2 3'-6"(TYP.)E.Q.E.Q. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q.TH-3 5'-6"(TYP.)TH-1UNIT 401 MASTER BATHROOM UNIT 401 MASTER BATHROOM UNIT 401 MASTER BATHROOM UNIT 401 MASTER BATHROOM5'-6"(TYP.)E.Q.E.Q. INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 6 V-1 PNT-210 SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.M-1 3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)6" TYP.1'-6"(TYP.)6" TYP.E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)3'-8"SN-1 E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER 3'-8"SN-1 M-1 S-2 S-1 V-1 M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 401 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.1C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 P3P3 FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: CABINET END PANEL (F1) TILE (CWT-1)EXTENDS 6'-8" S4 S3 FD DW-1 RG MH-1 E.Q E.Q 1"2'-0"3 1/2"1'-0"1"1'-0"1'-0" 5 1/2"3'-1"3/4"2'-9"1"1'-0"1'-0" RF-1 7'-11 1/2" (V.I.F.)12'-7 1/2" (V.I.F.)1A 1B 1C 1D 4'-7"5'-6"RF-1 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)3'-2"1'-6 1/4"1'-6"3/4"1'-3 1/8"1'-3"1'-3"1"1'-0"5 1/2" 2'-1"1'-3"1'-3"3" FILLER PANEL CWT-101 REFRIGERATOR6"(TYP.)B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. P3P3 B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 6'-8" EQ.EQ.EQ.2'-6 1/4"4 1/2"3'-0"3'-6"5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 3'-0"3'-6"RG RANGE 1'-6"9 1/4"9 1/4"11 3/4"4 1/2"2'-6"1'-6" PNT-201 1'-0"1'-3"1'-3"1'-3"1'-3" MICROWAVE CWT-101 MH-1 1'-6"1"1'-10"CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. S4 1'-0" EQ. DISHWASHER DW-1 6'-8"3'-0"3'-6"1'-3" EQ. 2'-1" 1'-3"2'-0"1 1/4" 5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F) 3/4" FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-240.2A UNIT 402 INTERIOR ELEVATIONS R.R. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 401 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 P3 P1 B.O. CEILING 10'- 4" A.F.F. (V.I.F.)8'-0" A.F.F.(TYP.)4" (TYP.) 7'-5"1'-6"(TYP.)1'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)8" MIN. FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1.2 1.3 LIVING & DINING A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 5'-3" 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1 UNIT ENTRY 3'-6"(TYP.)5'-0"TYP.E.Q E.Q 1'-6"(TYP.)3'-6"(TYP.)C P1 8'-0" A.F.F.(TYP.)LIVING & DINING PNT-201 1'-6"(TYP.)E.Q.E.Q. 14 5E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) PNT-201 1.3 1.2 11 P3P3 2 E.Q.3'-6"(TYP.)E.Q. SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) C GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) EE P1 8'-0" A.F.F.(TYP.)1'-6"(TYP.)fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)PNT-201 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) C P2 8'-5" A.F.F.(TYP.)B.O. fc UNIT MASTER BEDROOM 1'-6"(TYP.)1'-6"(TYP.)PNT-201 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) E P2 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)1'-6"(TYP.)E.Q.E.Q. P2 11 8'-0" A.F.F.(TYP.)4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. 6"4'-0"MAX.(TYP.)3'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 6 3'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 402 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)A-502 9 (TYP.) PNT-201 KITCHEN PNT-201 PNT-201 KITCHEN KITCHEN PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS LIVING & DINING fc 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201PNT-201 PNT-201 MASTER BEDROOM P2 3 4 9 NEW SILL & APRON PAINTED PNT-204 (TYP.) TV DN KEY PLAN 1.2 1.31.1 B 1 6 2 3 9 4 221 UNIT 4025C 3 7 8 A-240.2B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 402 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. 6 PNT-210 SH-2 CWT-100 TH-2 3'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) TH-1 SH-1 SH-2 SH-2 T-1 UNIT 402 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) T-1 TH-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CWT-100 2'-0"TYP.PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q.TH-3 5'-6"(TYP.)UNIT 402 MASTER BATHROOM UNIT 402 MASTER BATHROOM UNIT 402 MASTER BATHROOM UNIT 402 MASTER BATHROOM SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.3'-6"(TYP.)E.Q.E.Q. S-1 S-2 T-1 SH-1SH-2 CFT-100 5 TH-2TH-3TH-1 6 M-14'-0"VANITY2'-0" VANITY 4'-4 3/8" V.I.F. 6'-4 1/8" V.I.F. 5'-0" SHOWER 1'-6 1/8" V.I.F.3'-0"SHOWER7'-0 1/2"V.I.F.1'-6"(TYP.)1'-6"(TYP.)3'-0"10'-0 3/4"V.I.F.V-1 1D 1A 1B 1C INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) SC-1 2'-10"TYP.6'-10"TYP.PNT-210 S-2 V-1 TH-4 5'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)6" TYP.1'-6"(TYP.)RECESSED SHOWER NICHE (SN-2)E.Q.E.Q.3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER 3'-8"SN-2SN-2 M-1 S-2 S-1 V-1 M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 402 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.2C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: DW-1 S4 S3 FD RF-1 RG MH-1 1B 1C 1A 1D7'-2"1'-0"3 1/2"2'-0"1"4'-0"1"1'-0"1'-0" 2'-1"1'-0"1'-0"1"9'-5" (V.I.F.)9'-9" (V.I.F.)CABINET END PANEL (F1) TILE (CWT-1)EXTENDS RF-1 RG3'-2"MH-1 3/4"1'-0"2'-6"2'-1" RANGE REFRIGERATOR MICROWAVE CWT-101 1'-0"1'-0"1'-3"1'-3"1'-0"1'-6"1'-6"3/4"1'-10"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"6"(TYP.)CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) 1'-0" 1"1'-0" B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 RG MH-1 P3P3 7'-2" EQ.EQ.EQ. 5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.)2'-6 1/4"4 1/2"3'-0"3'-6"CWT-101 P3 S4 PNT-201 1'-0"1'-3"6"(TYP.)CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F) 1'-3"1'-3"1'-3" 4'-0" 2"1'-3"1'-3"1'-3" 2'-1"3'-0"3'-6"1"3'-0"1"1'-0"2'-6"1'-0"P3P3 S4 1'-0" EQ. DISHWASHER DW-1 7'-2"3'-0"3'-6"1'-6"3/4" EQ. 2'-1" 1'-6"2'-0"1 1/4" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F)E.QE.Q5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-240.3A UNIT 403 INTERIOR ELEVATIONS R.R. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 403 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 P3 P1 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)8'-0" A.F.F.(TYP.)3'-6"(TYP.)6" TYP. 8" MIN.1'-6"(TYP.)1'-6"(TYP.)6'-0" (TYP.) fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)1.2 1.3A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) LIVING & DININGKITCHEN PNT-201 PNT-201 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS E2 P2 E2 E2 LIVING & DINING P1 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. MASTER BEDROOM 8'-0" A.F.F.(TYP.)8'-0" A.F.F.(TYP.)E D PNT-201PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P2 1'-6"(TYP.)E.Q. MASTER BEDROOM 8'-0" A.F.F.(TYP.)fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.6'-0" E.Q.4'-0"(TYP.)E.Q. B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) PNT-201 P2 6 3'-6"(TYP.)MASTER BEDROOM B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) PNT-201 D P2 XX11 6"4'-0"MAX.(TYP.)3'-6"(TYP.)4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)MASTER BEDROOM PNT-201 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 511 2 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) P1 LIVING & DINING 5'-0"TYP.E.Q.E.Q.3'-6"(TYP.)6"4'-0"MAX.(TYP.)3'-6"(TYP.)1'-6"(TYP.)8'-0" A.F.F.(TYP.)4" (TYP.)1'-6"(TYP.)2'-7" 1.2 1.3 PNT-201PNT-201 A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P3P3 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) KITCHEN E 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 1 KITCHEN SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT ENTRY 5'-0"TYP.1'-6"(TYP.)3'-6"(TYP.)4" E PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 9 34 NEW SILL & APRON PAINTED PNT-204 (TYP.) KEY PLAN 1.2 1.31.1 TV D 1 6 2 221 UNIT 403 5 3 7 8 E 2 4 A-240.3B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 403 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. SH-2 T-1 TH-1 2'-0"TYP.PNT-210 TH-3 5'-6"TYP.TH-4 5 5'-6"(TYP.)E.Q.E.Q. T-1 TH-3 5'-6"TYP.TH-1 TH-2 3'-6"(TYP.)E.Q.E.Q. SC-1 2'-10"TYP.6'-10"TYP.PNT-210 S-2 V-2 SH-2 CWT-100 3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. 6 SC-1 6'-10"TYP.2'-10"TYP.B.O. REFLECTIVE SURFACE 3'-4"TYP.3'-6"(TYP.)E.Q.E.Q. TH-2 UNIT 403 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D PNT-210 UNIT 403 MASTER BATHROOM UNIT 403 MASTER BATHROOM UNIT 403 MASTER BATHROOM UNIT 403 MASTER BATHROOM S-1 S-2 T-1 SH-1 SH-2CFT-100 5 TH-3TH-1 6 1F 1A 1B 1C INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.)M-2V-2 5'-0"SHOWER1'-5 3/4"V.I.F.4 3/4"3'-0"1'-6"(TYP.)1'-6"(TYP.)2'-0" VANITY 3'-1"3'-0" SHOWER 5'-0"VANITY4 1/8"4'-7 5/8"2'-11 7/8" R.O. 3 1/8"2'-9 1/2"R.O.1'-9 1/4"V.I.F.9'-10 3/4"V.I.F.8'-1" V.I.F. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) CWT-100PNT-210 T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) 1E PNT-210 PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 6" TYP.1'-6"(TYP.)3'-6"(TYP.)ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1E FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) 8" PNT-210 PNT-210CWT-100 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1F 1D UNIT 403 MASTER BATHROOM UNIT 403 MASTER BATHROOM 2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)3'-8"SN-1 E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER SH-1 SH-2 3'-8"SN-1 M-2 S-2 V-2 S-1 M-2 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 403 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.3C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 B.O. CEILING ±10'-4" A.F.F. (V.I.F) RF-1 RG 3'-2"MH-1 P3 P3 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: CABINET END PANEL (F1) 1B 1A 1D 1C 7'-11" (V.I.F.)3'-7" (V.I.F.)1'-6" (V.I.F.)7'-2"3'-4" 1'-0"3 1/2"2'-0 1/2"3'-11 1/4"6 1/4"1'-7 1/2" DW-1 S4 S3 FD E.Q.E.Q.MH-1 RG 1"1'-0"1'-0"2'-1"7'-11" (V.I.F.)TILE (CWT-1)EXTENDS RF-1 1"1'-0"1'-0" RF-1 RG B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F.3'-2"MH-1 3'-0 1/2"3/4"1'-3"2'-6"1'-0"1'-6"2'-1" RANGEREFRIGERATOR MICROWAVE CWT-101 1'-0"2'-7"1'-0"1'-3"1'-3"1'-3"3/4"1'-6"1'-6"3/4"1'-10"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"6"(TYP.)CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 7'-2" EQ.EQ.EQ.2'-6 1/4"4 1/2"3'-0"3'-6"5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 1'-6"1'-6"1'-6"1 1/2"3/4" PNT-201 1'-0"1'-6"1'-6"1'-6"6"(TYP.)FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) P3 P3 S4 1'-0" EQ. DISHWASHER DW-1 7'-2"3'-0"3'-6"1'-6"3/4" EQ. 2'-1" 1'-6"2'-0"1 1/4" 5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-240.4A UNIT 404 INTERIOR ELEVATIONS R.R. 9 FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) P2 fc B.O. fc UNIT 1'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q.6'-0" MASTER BEDROOM 8'-0" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 6 5 P2 8'-0" A.F.F.(TYP.)E.Q 4'-0"MAX.(TYP.)E.Q 1'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) MASTER BEDROOM PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS K K P2 8'-0" A.F.F.(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 4" (TYP.)1'-6"(TYP.)E.Q.E.Q. MASTER BEDROOM P3 KITCHEN 3'-6"(TYP.)8" MIN. 5 P1 8'-0" A.F.F.(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 4" (TYP.)1'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) LIVING & DINING 1.2 1.3 KITCHEN 3'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) PNT-201 PNT-201 PNT-201 PNT-201 PNT-201PNT-201 11 1'-6"(TYP.)fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) LIVING & DINING PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 3'-6"(TYP.)OPEN TO BEYOND 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) OPEN TO BEYOND 5'-0"TYP.E.Q.E.Q. UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 P2 E2 E2 8'-0" A.F.F.(TYP.)E.Q.E.Q.1'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) MASTER BEDROOM 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 K UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 P1 8'-0" A.F.F.(TYP.)K K K 1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1.3 1.2 LIVING & DINING XX PNT-201 PNT-201 PNT-201 A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 2 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)3'-6"(TYP.)UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 3 XX4 B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 1 UNIT ENTRY 3'-6"(TYP.)8" MIN.4'-0"MAX.(TYP.)E.Q.1'-6"(TYP.)B.O. CEILING 10'- 4" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 KITCHEN PNT-201 PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS3'-6"(TYP.)E.QE.Q NEW SILL & APRON PAINTED PNT-204 (TYP.) KEY PLAN E F 1 6 24 221 UNIT 404 5 3 8 1 .2 1 .3 7 910 11 12 A-240.4B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 404 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) 6 SC-1 S-2TH-2 TH-4 5 5'-6"(TYP.)E.Q.E.Q. SH-1 SH-2 CWT-100 TH-1 T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.)TH-2UNIT 404 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D UNIT 404 MASTER BATHROOM UNIT 404 MASTER BATHROOM UNIT 404 MASTER BATHROOM UNIT 404 MASTER BATHROOM S-1 S-2 T-1 SH-1 SH-2 CFT-100TH-11D 1A 1B 1C INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) M-2 V-2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1E FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1F UNIT 404 MASTER BATHROOM UNIT 404 MASTER BATHROOM TH-3 1'-6" TYP. 1'-6" TYP. 3'-0"4 3/4"5'-0" SHOWER 3'-0"SHOWER3'-1"2'-0"VANITY4 3/4"5'-0" VANITY 3 1/2"2'-10" R.O. 3 1/4" 6 51'-11 1/2"2'-10"R.O.3'-2 3/4"8'-1"V.I.F.8'-4 3/4" V.I.F. 6 T-1 TH-1 2'-0"TYP.PNT-210 TH-3 5'-6"TYP.8" 1'-6" (TYP.) CWT-100 SH-23'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. SC-1 M-2 2'-10"TYP.6'-10"TYP.S-2 V-2 TH-2 3'-6"(TYP.)E.Q.E.Q. PNT-210 PNT-210 SC-1 6'-10"TYP.2'-10"TYP.B.O. REFLECTIVE SURFACE 3'-4"TYP.3'-6"(TYP.)E.Q.E.Q. PNT-210 PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 1E 1F 1'-6"(TYP.)T-1 2'-0"TYP.TH-3 5'-6"TYP.SH-2 PNT-210 PNT-210 CWT-100PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 2'-4" TYP. CLEAR OPENING SN-2 E.Q.E.Q.3'-8"SN-2 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 M-2 S-2 V-2 S-16'-3"M-2 BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 404 ENLARGED KITCHEN PLAN & ELEVATIONS A-240.4C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: DW-1 S3 S4 FD RF-1 RG MH-1 1B TILE (CWT-1) EXTENDS 5" (V.I.F.)3'-0 1/4"1'-3"2'-6"1'-1 1/2"1"1'-0"1'-0"10'-7" (V.I.F.)6'-8"3'-3" (V.I.F.)4'-0"2'-0 1/2"3 1/2"1'-0" 3'-4" 1'-0"1'-0" 2'-1" CABINET END PANEL (F1)E.Q.E.Q.1A 1D 1C P3 P3 B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 RG 3'-2"MH-1 2'-6 1/4"4 1/2"6'-8"3'-0"3'-6"EQ.EQ.EQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 2'-1" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F) 3'-4"4'-0" 1'-3"1'-3"1'-3"1'-3"1'-0"3'-0"1'-10"3'-2"PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) 6'-2" CWT-101 1'-3"1'-3"1'-6"1" P3P3 S4 1'-0" EQ. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-4" A.F.F. (V.I.F) DISHWASHER DW-1 6'-8"3'-0"3'-6"1'-3"3/4" EQ. 2'-1" 1'-3"2'-0"1 1/4"3'-6"5/4" CONTERTOP WITH WATERFALL EDGE (STN-1)3/4"RF-1 REFRIGERATOR 3/4"3'-0"5" (V.I.F.) RG RANGE 1'-3"3"1'-10"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"8'-0"MICROWAVE 6"(TYP.)CWT-101 2'-6"1'-0" B.O. CEILING ±10'-4" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. PNT-201 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)3'-2"1'-11"MH-1 1'-3"1'-3"1'-3"1'-0"1'-0"3"1'-0"1'-6"1'-6" FILLER PANEL FILLER PANEL FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-250.1A UNIT 501 INTERIOR ELEVATIONS R.R. 8 P2 P1 LIVING & DINING P1 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 P1 8'-0" A.F.F.(TYP.)4" (TYP.) E.Q.E.Q.1'-6"(TYP.)P3 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)8" MIN. LIVING & DINING B C B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 1 UNIT ENTRY 3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 FINISH FLOOR 0'-0" B.O. CEILING 10'- 0" A.F.F. (V.I.F.) 2 11E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)3'-6"(TYP.)C B LIVING & DINING 7"1'-6"(TYP.)5'-0"TYP.1'-6" UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 5 1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)P2 P3 P3 fc 9'-0" A.F.F.(TYP.)B.O. fc UNIT MASTER BEDROOM E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" E.Q.E.Q.3'-6"(TYP.)B UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" 6 E.Q.E.Q.4'-0"MAX.(TYP.)11 UNIT 501 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS fc B.O. fc UNIT 1.21.3 GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)A-502 9 (TYP.) PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201 PNT-201PNT-201 PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'-0" E.Q.E.Q.E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.8'-0" A.F.F.(TYP.)MASTER BEDROOM LIVING & DINING 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)8'-0" A.F.F.(TYP.)1.2 1.3A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) D D D D D D D 6'-0"8'-0" A.F.F.(TYP.)3 4 NEW SILL & APRON PAINTED PNT-204 (TYP.)TVTV DN KEY PLAN 1.2 1.31.1 1.4 A B C 1 6 2 3 5 7 4 221 UNIT 501 5 A-250.1B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 501 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. 6 TH-1 TH-4 SH-2 T-1 SC-1 V-1 4'-0" VANITY (V.I.F.) 3'-0"3'-0" SHOWER 1'-6" (TYP.) 1'-6" (TYP.) 10'-0" V.I.F.5'-0"SHOWER1'-4 1/4"V.I.F.6'-6 3/8"V.I.F.2'-0"VANITY4'-6 1/2"V.I.F.UNIT 501 MASTER BATHROOM S-1 S-2 T-1 SH-1 SH-2 1D 1A 1B 1C ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) SH-2 TH-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CWT-100CWT-100 CFT-100 2'-10"TYP.6'-10"TYP.2'-0"TYP.PNT-210 PNT-210 5 5 TH-2 TH-3 S-2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TH-2 3'-6"(TYP.)E.Q.E.Q. SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. TH-3 5'-6"(TYP.)TH-1UNIT 501 MASTER BATHROOM UNIT 501 MASTER BATHROOM UNIT 501 MASTER BATHROOM UNIT 501 MASTER BATHROOM5'-6"(TYP.)E.Q.E.Q. INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) 6 V-1 PNT-210 SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.M-1 3'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)6" TYP.1'-6"(TYP.)6" TYP.E.Q.E.Q.3'-8"SN-1 3'-8"SN-1 E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER M-1 S-2 S-1 V-1 M-1 RECESSED SHOWER NICHE (SN-1) CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) SH-1 SH-2 T-1 CONTRACTOR IS TO VERIFY COLUMN IS EMBEDDED IN PARTITION BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 501 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.1C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 P3P3 FINISH FLOOR 0'-0" ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: CABINET END PANEL (F1) TILE (CWT-1)EXTENDS 6'-8" S4 S3 FD DW-1 RG MH-1 E.Q E.Q 1"2'-0"3 1/2"1'-0"1"1'-0"1'-0" 5 1/2"3'-1"3/4"2'-9"1"1'-0"1'-0" RF-1 7'-11 1/2" (V.I.F.)12'-7 1/2" (V.I.F.)1A 1B 1C 1D 4'-7"5'-6"RF-1 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.)3'-2"1'-6 1/4"1'-6"3/4"1'-3 1/8"1'-3"1'-3"1"1'-0"5 1/2" 2'-1"1'-3"1'-3"3" FILLER PANEL CWT-101 REFRIGERATOR6"(TYP.)B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. P3P3 B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 6'-8" EQ.EQ.EQ.2'-6 1/4"4 1/2"3'-0"3'-6"5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 3'-0"3'-6"RG RANGE 1'-6"9 1/4"9 1/4"11 3/4"4 1/2"2'-6"1'-6" PNT-201 1'-0"1'-3"1'-3"1'-3"1'-3" MICROWAVE CWT-101 MH-1 1'-6"1"1'-10"CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. S4 1'-0" EQ. DISHWASHER DW-1 6'-8"3'-0"3'-6"1'-3" EQ. 2'-1" 1'-3"2'-0"1 1/4" 5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) 3/4" FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-250.2A UNIT 502 INTERIOR ELEVATIONS R.R. P3P3 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 P3 P1 B.O. CEILING 10'- 0" A.F.F. (V.I.F.)8'-0" A.F.F.(TYP.)4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)8" MIN. FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1.2 1.3 LIVING & DINING A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 6'-0" 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1 UNIT ENTRY 3'-6"(TYP.)5'-0"TYP.E.Q E.Q 1'-6"(TYP.)3'-6"(TYP.)C P1 3 8'-0" A.F.F.(TYP.)LIVING & DINING PNT-201 1'-6"(TYP.)E.Q.E.Q. 14 5E.Q.E.Q.4'-0"MAX.(TYP.)3'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) PNT-201 1.3 1.2 11 2 E.Q.3'-6"(TYP.)E.Q. SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) C GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) E2E2 P1 8'-0" A.F.F.(TYP.)1'-6"(TYP.)fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)PNT-201 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) P2 8'-6" A.F.F.(TYP.)B.O. fc UNIT MASTER BEDROOM 1'-6"(TYP.)1'-6"(TYP.)PNT-201 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) E2 P2 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)1'-6"(TYP.)E.Q.E.Q. P2 11 8'-0" A.F.F.(TYP.)4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q. 6"4'-0"MAX.(TYP.)3'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 6 3'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 502 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.)A-502 9 (TYP.) PNT-201 KITCHEN PNT-201 PNT-201 KITCHEN KITCHEN PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS LIVING & DINING fc 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201PNT-201 PNT-201 MASTER BEDROOM P2 C 4 9 NEW SILL & APRON PAINTED PNT-204 (TYP.) TV DN KEY PLAN 1.2 1.31.1 B 1 6 2 3 9 4 221 UNIT 5025C 3 7 8 A-250.2B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 502 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. 6 PNT-210 SH-2 CWT-100 TH-2 3'-6"(TYP.)E.Q.E.Q. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) TH-1 SH-1 SH-2 SH-2 T-1 UNIT 502 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) T-1 TH-1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D CWT-100 2'-0"TYP.PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL TH-3 1'-6" (TYP.) 1'-6" (TYP.)5'-6"(TYP.)2'-4" TYP. CLEAR OPENING SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.)3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q.TH-3 5'-6"(TYP.)UNIT 502 MASTER BATHROOM UNIT 502 MASTER BATHROOM UNIT 502 MASTER BATHROOM UNIT 502 MASTER BATHROOM SC-1 2'-10"TYP.6'-10"TYP.B.O. REFLECTIVE SURFACE 3'-2"TYP.3'-6"(TYP.)E.Q.E.Q. S-1 S-2 T-1 SH-1SH-2 CFT-100 5 TH-2TH-3TH-1 6 M-14'-0"VANITY2'-0" VANITY 4'-4 3/8" V.I.F. 6'-4 1/8" V.I.F. 5'-0" SHOWER 1'-6 1/8" V.I.F.3'-0"SHOWER7'-0 1/2"V.I.F.1'-6"(TYP.)1'-6"(TYP.)3'-0"10'-0 3/4"V.I.F.V-1 1D 1A 1B 1C INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) SC-1 2'-10"TYP.6'-10"TYP.PNT-210 S-2 V-1 TH-4 5'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)6" TYP.1'-6"(TYP.)SN-2 RECESSED SHOWER NICHE (SN-2)E.Q.E.Q.3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 3'-8"SN-2 M-1 S-2 S-1 V-1 M-1 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 502 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.2C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: DW-1 S4 S3 FD RF-1 RG MH-1 1B 1C 1A 1D7'-2"1'-0"3 1/2"2'-0"1"4'-0"1"1'-0"1'-0" 2'-1"1'-0"1'-0"1"9'-5" (V.I.F.)9'-9" (V.I.F.)CABINET END PANEL (F1) TILE (CWT-1)EXTENDS RF-1 RG3'-2"MH-1 3/4"1'-0"2'-6"2'-1" RANGE REFRIGERATOR MICROWAVE CWT-101 1'-0"1'-0"1'-3"1'-3"1'-0"1'-6"1'-6"3/4"1'-10"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"6"(TYP.)CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) 1'-0" 1"1'-0" B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 RG MH-1 P3P3 7'-2" EQ.EQ.EQ. 5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.)2'-6 1/4"4 1/2"3'-0"3'-6"CWT-101 P3 S4 PNT-201 1'-0"1'-3"6"(TYP.)CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) 1'-3"1'-3"1'-3" 4'-0" 2"1'-3"1'-3"1'-3" 2'-1"3'-0"3'-6"1"3'-0"1"1'-0"2'-6"1'-0"P3P3 S4 1'-0" EQ. DISHWASHER DW-1 7'-2"3'-0"3'-6"1'-6"3/4" EQ. 2'-1" 1'-6"2'-0"1 1/4" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F)E.QE.Q5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-250.3A UNIT 503 INTERIOR ELEVATIONS R.R. P3P3 FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 UNIT 503 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 P3 P1 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)8'-0" A.F.F.(TYP.)3'-6"(TYP.)6" TYP. 8" MIN.1'-6"(TYP.)1'-6"(TYP.)6'-0" (TYP.) fcB.O. fc UNIT 8'-6" A.F.F.(TYP.)1.2 1.3A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) LIVING & DININGKITCHEN PNT-201 PNT-201 SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) COLUMNS TO BE PAINTED, PNT-203 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS E2 P2 E2 E2 LIVING & DINING P1 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)1'-6"(TYP.)E.Q.E.Q.1'-6"(TYP.)E.Q.E.Q. MASTER BEDROOM 8'-0" A.F.F.(TYP.)8'-0" A.F.F.(TYP.)E D PNT-201PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P2 1'-6"(TYP.)E.Q. MASTER BEDROOM 8'-0" A.F.F.(TYP.)fc B.O. fc UNIT 8'-6" A.F.F.(TYP.)1'-6"(TYP.)E.Q.6'-0" E.Q.4'-0"(TYP.)E.Q. B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) PNT-201 P2 6 3'-6"(TYP.)9 MASTER BEDROOM B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) PNT-201 D P2 XX11 6"4'-0"MAX.(TYP.)3'-6"(TYP.)4" (TYP.)1'-6"(TYP.)1'-6"(TYP.)MASTER BEDROOM PNT-201 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 511 2 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) P1 LIVING & DINING 5'-0"TYP.E.Q.E.Q.3'-6"(TYP.)6"4'-0"MAX.(TYP.)3'-6"(TYP.)1'-6"(TYP.)8'-0" A.F.F.(TYP.)4" (TYP.)1'-6"(TYP.)2'-7" 1.2 1.3 PNT-201PNT-201 A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) KITCHEN E 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 KITCHEN SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1 UNIT ENTRY 5'-0"TYP.1'-6"(TYP.)3'-6"(TYP.)4" E PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 3 NEW SILL & APRON PAINTED PNT-204 (TYP.) KEY PLAN 1.2 1.31.1 TV D 1 6 2 221 UNIT 503 5 3 7 8 E 2 4 A-250.3B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 503 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. SH-2 T-1 PNT-210 TH-3 5'-6"TYP.TH-4 5 5'-6"(TYP.)E.Q.E.Q. T-1 TH-3 5'-6"TYP.TH-1 TH-2 3'-6"(TYP.)E.Q.E.Q. SC-1 2'-10"TYP.6'-10"TYP.PNT-210 S-2 V-2 SH-2 CWT-100 3'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. 6 SC-1 6'-10"TYP.2'-10"TYP.B.O. REFLECTIVE SURFACE 3'-4"TYP.3'-6"(TYP.)E.Q.E.Q. TH-2 UNIT 503 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D PNT-210 UNIT 503 MASTER BATHROOM UNIT 503 MASTER BATHROOM UNIT 503 MASTER BATHROOM UNIT 503 MASTER BATHROOM S-1 S-2 T-1 SH-1 SH-2CFT-100 5 TH-3TH-1 6 1F 1A 1B 1C INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.)M-2V-2 5'-0"SHOWER1'-5 3/4"V.I.F.4 3/4"3'-0"1'-6"(TYP.)1'-6"(TYP.)2'-0" VANITY 3'-1"3'-0" SHOWER 5'-0"VANITY4 1/8"3'-4 7/8"2'-11 7/8" R.O. 3 1/8"2'-9 1/2"R.O.1'-9 1/4"V.I.F.9'-10 3/4"V.I.F.8'-1" V.I.F. 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) CWT-100PNT-210 T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.) 1'-6" (TYP.) 1E PNT-210 PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL 6" TYP.1'-6"(TYP.)3'-6"(TYP.)ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1E FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) PNT-210 PNT-210CWT-100 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1F 1D UNIT 503 MASTER BATHROOM UNIT 503 MASTER BATHROOM 2'-4" TYP. CLEAR OPENING E.Q.E.Q.RECESSED SHOWER NICHE (SN-1)3'-8"SN-1 E.Q.3'-8"E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SN-1 SCH-2 @SHOWER NICHE PERIMETER SH-1 SH-2 3'-8"SN-1 M-2 S-2 V-2 S-1 M-2 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) TH-1 2'-0"TYP.8" BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 503 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.3C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 RF-1 RG 3'-2"MH-1 P3 P3 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: CABINET END PANEL (F1) 1B 1A 1D 1C 7'-11" (V.I.F.)3'-7" (V.I.F.)1'-6" (V.I.F.)7'-2"3'-4" 1'-0"3 1/2"2'-0 1/2"3'-11 1/4"6 1/4"1'-7 1/2" DW-1 S4 S3 FD E.Q.E.Q.MH-1 RG 1"1'-0"1'-0"2'-1"7'-11" (V.I.F.)TILE (CWT-1)EXTENDS RF-1 1"1'-0"1'-0" RF-1 RG B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F.3'-2"MH-1 3'-0 1/2"3/4"1'-3"2'-6"1'-0"1'-6"2'-1" RANGEREFRIGERATOR MICROWAVE CWT-101 1'-0"2'-7"1'-0"1'-3"1'-3"1'-3"3/4"1'-6"1'-6"3/4"1'-10"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"6"(TYP.)CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. 7'-2" EQ.EQ.EQ.2'-6 1/4"4 1/2"3'-0"3'-6"5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 1'-6"1'-6"1'-6"1 1/2"3/4" PNT-201 1'-0"1'-6"1'-6"1'-6"6"(TYP.)FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) P3 P3 S4 1'-0" EQ. DISHWASHER DW-1 7'-2"3'-0"3'-6"1'-6"3/4" EQ. 2'-1" 1'-6"2'-0"1 1/4" 5/4" COUNTERTOP WITH WATERFALL EDGE (STN-1) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-250.4A UNIT 504 INTERIOR ELEVATIONS R.R. FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"1 UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"2 UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"3 UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"5 UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"6 UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"8 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) P2 fc B.O. fc UNIT 1'-6"(TYP.)E.Q.1'-6"(TYP.)E.Q.6'-0" MASTER BEDROOM 8'-0" A.F.F.(TYP.)8'-6" A.F.F.(TYP.)4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 6 11 9 P2 8'-0" A.F.F.(TYP.)E.Q 4'-0"MAX.(TYP.)E.Q 1'-6"(TYP.)3'-6"(TYP.)MASTER BEDROOM B.O. CEILING 10'- 0" A.F.F. (V.I.F.) J P2 8'-0" A.F.F.(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 4" (TYP.)1'-6"(TYP.)E.Q.E.Q. MASTER BEDROOM PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS P3 KITCHEN 3'-6"(TYP.)8" MIN. 5 P1 8'-0" A.F.F.(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 4" (TYP.)1'-6"(TYP.)SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.)3'-6"(TYP.)LIVING & DINING 1.2 1.3 OPEN TO BEYOND A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) PNT-201 PNT-201PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS KITCHEN 3'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) SEE ENLARGED KITCHEN PLANS FOR DETAILS (TYP.) PNT-201 11 1'-6"(TYP.)fcB.O. fc UNIT 8'-6" A.F.F.(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) LIVING & DINING 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"4 P2 E2 E2 8'-0" A.F.F.(TYP.)E.Q.E.Q.1'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) MASTER BEDROOM 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 UNIT 504 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"7 JJ P1 8'-0" A.F.F.(TYP.)1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)1'-6"(TYP.)E.Q.E.Q.3'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) 1.3 1.2 LIVING & DINING J A-502 9 (TYP.) GWB AT BEAM ENCLOSURE TO BE PAINTED, PNT-103 (TYP.) 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS PNT-201 PNT-201 PNT-201 PNT-201 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) OPEN TO BEYOND 5'-0"TYP.E.Q.E.Q. UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"9 2 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.)3'-6"(TYP.)UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"10 3 XX4 B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"11 UNIT ENTRY 3'-6"(TYP.)8" MIN.4'-0"MAX.(TYP.)E.Q.1'-6"(TYP.)B.O. CEILING 10'- 0" A.F.F. (V.I.F.) FINISH FLOOR 0'- 0" A.F.F. (V.I.F.) UNIT 404 INTERIOR ELEVATIONS Scale: 1/4" = 1'-0"12 KITCHEN PNT-201 PNT-201 PNT-201 PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) SEE A-600 FOR DETAILS E.QE.Q 1 NEW SILL & APRON PAINTED PNT-204 (TYP.) KEY PLAN E F 1 6 24 221 UNIT 504 5 3 8 1 .2 7 1 .3 910 11 12 A-250.4B Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 UNIT 504 ENLARGED BATHROOM PLANS & ELEVATIONS L.A.R. 6 SC-1 M-2 S-2TH-2 TH-4 5 5'-6"(TYP.)E.Q.E.Q. SH-1 SH-2 CWT-100 TH-1 T-1 TH-3 5'-6"(TYP.)1'-6" (TYP.)TH-2UNIT 504 MASTER BATHROOM ENLARGED BATHROOM PLAN Scale: 1/2" = 1'-0"1 ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1A FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1D UNIT 504 MASTER BATHROOM UNIT 504 MASTER BATHROOM UNIT 504 MASTER BATHROOM UNIT 504 MASTER BATHROOM MECH L24GFI / USB P1 EQ. S-1 S-2 T-1 SH-1 SH-2 CFT-100TH-11D 1A 1B 1C INDICATES TILE EXTENTS. TILE TO BE TERMINATED WITH SCHLUTER STRIP, SCH-2 (TYP.) M-2 V-2 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1E FINISH FLOOR 0'-0" B.O. CEILING ±9'-0" A.F.F. (V.I.F) ENLARGED BATHROOM ELEVATION Scale: 1/2" = 1'-0"1F UNIT 504 MASTER BATHROOM UNIT 504 MASTER BATHROOM TH-3 1'-6" TYP. 1'-6" TYP. 5'-0" 4 3/4"5'-0" SHOWER 3'-0"SHOWER0"2'-0"VANITY5'-0" VANITY 3 1/2"2'-10" R.O. 3 1/8" 6 51'-11 1/2"2'-10"R.O.3'-2 3/4"8'-1"V.I.F.8'-4 3/4" V.I.F. 6 T-1 TH-1 2'-0"TYP.PNT-210 TH-3 5'-6"TYP.8" 1'-6" (TYP.) CWT-100 SH-23'-6"(TYP.)7'-6"(TYP.)SH-1 E.Q.E.Q. SC-1 2'-10"TYP.6'-10"TYP.S-2 V-2 TH-2 3'-6"(TYP.)E.Q.E.Q. PNT-210 PNT-210 SC-1 6'-10"TYP.2'-10"TYP.B.O. REFLECTIVE SURFACE 3'-4"TYP.3'-6"(TYP.)E.Q.E.Q. PNT-210 PNT-210 STARPHIRE 1/2" TEMPERED GLASS W/ MATTE BLACK "U CHANNEL" CR LAURENCE CRL DEEP U-CHANNEL MODEL # SDCD12MBL SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 1E 1F 1'-6"(TYP.)T-1 2'-0"TYP.TH-3 5'-6"TYP.SH-2 PNT-210 PNT-210 CWT-100PNT-210 SCH-2 SCHLUTER STRIP AT TILE EDGE (TYP.) 2'-4" TYP. CLEAR OPENING SN-2 RECESSED SHOWER NICHE (SN-2)E.Q.E.Q.3'-8"SN-2 3'-8"E.Q.E.Q. CWT-102 AT SHOWER NICHE STN-2 3/4" STONE SILL SCH-2 @SHOWER NICHE PERIMETER SN-2 M-2 S-2 V-2 S-1 M-2 CONTRACTOR TO INSTALL SCHLUTER (SCH-3) AT TILE TRANSITIONS (TYP.) BATHROOM PLUMBING FIXTURE/ HARDWARE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH REMARKS S-1 SINK SKYLINE GRANITE 508-947-4600 ZP1813 21" x 15" x 18"WHITE UNDERMOUNT SINK S-1A SINK @ ACCESSIBLE UNIT PORCELANOSA 781-539-2702 S500941026-100220432 24" x 17" x 3-15/16"KRION WHITE ADA COMPLIANT S-2 SINK FAUCET DELTA 800-375-3403 567LF-BLGPM-PP 6.88" x 4.5"MATTE BLACK ADA COMPLIANT SH-1 RAIN SHOWER HEAD AND VALVE TRIM BRIZO 800-375-3403 T60280-BL MATTE BLACK SH-2 SHOWER BASE KOHLER 800-375-3403 K-9194-0 60" x 34" x 4"WHITE CONTRACTOR TO PROVIDE STRAIN USE & DRAIN COVER SH-3 SHOWER BASE @ ACCESSIBLE UNITS AMERICAN STANDARD 800-442-1902 A8007DD-FCO.020 64" x 34" x 13/16"WHITE #020 ADA COMPLIANT - DOES NOT INCLUDE DRAIN SH-4 SHOWER HEAD @ ACCESSIBLE UNITS BRIZO 800-375-3403 88742BL 28-1/4" x 3-3/4"D x 2-3/16"MATTE BLACK ADA COMPLIANT SH-5 SHOWER HEAD & HANDHELD SYMMONS 800-375-3403 3605-MB-SH4-1.5-TRM MATTE BLACK T-1 TOILET TOTO 888.295.8134 CST446CUMG 15 1/2" x 28 1/4" x 29 1/4" #01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-2 TOILET @ LOFT LEVEL TOTO 888.295.8134 CT418F#01 14-3/16" x 21-1/16" x 15"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT T-3 TOILET @ ACCESSIBLE UNITS TOTO 888.295.8134 MS604114CEFG#01 16-5/8" x 28-3/8" x 28-3/4"#01 COTTON INSTALLED WITH SS124 SOFTCLOSE SEAT TH-1 TOILET PAPER HOLDER MOEN 800-375-3403 BP1808BL 3.93" x 6.34" x 2"MATTE BLACK TH-2 TOWEL BAR MOEN 800-375-3403 BP1824BL 3.125" x 24" x 2"MATTE BLACK TH-3 TOWEL RACK KRAUS 800-375-3403 REA-17742MB 25-3/8" x 8" x 5-1/4"MATTE BLACK TH-4 ROBE HOOK MOEN 800-375-3403 BP10903BL 2.25" x 2" x 2.31"MATTE BLACK TH-5 TOWEL BAR MOEN 800-375-3403 BP1818BL 3.125" x 18" x 2"MATTE BLACK M-1 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR4077BK 28" x 42"BLACK M-2 BATHROOM MIRROR ELEGANT LIGHTING 800-375-3403 MR43648BK 36" x 48"BLACK V-1 VANITY (4'-0" x 2'-0") V-2 VANITY (5'-0" x 2'-0") V-3 VANITY (3'-0" x 2'-0") V-4 VANITY (2'-8" x 2'-0") SN-1 RECESSED SHOWER NICHE (14" x 50")ARIEL 888-988-8780 STR-1450 14" x 50" x 4"BLACK SN-2 RECESSED SHOWER NICHE (16" x 28")ARIEL 888-988-8780 SHC-R-1628 16" x 28" x 3.75"BLACK * ALL FIXTURES TO BE COORDINATED WITH OWNER AND ARE SUBJECT TO CHANGE. * CONTRACTOR TO PROVIDE ALL NECESSARY FT BLOCKING FOR ALL ACCESORIES. GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR WALL-HUNG VANITIES AS REQUIRED. 2. SEE REFLECTED CEILING PLAN FOR RECEPTACLE/ELECTRICAL LAYOUT. 3. SEE FINISH FLOOR PLAN FOR FLOOR TRANSITION DETAILS. 4. ACCESSORY LOCATION AND MOUNTING REQUIREMENTS TO BE COORDINATED ON VANITY SHOP DRAWINGS. 5. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALL FOR ACCESSORIES AS REQUIRED. INDICATES TILE EXTENTS LEGEND: INDICATES IN WALL FT BLOCKING EXTENTS FLOOR FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CFT-100 BATHROOM TILEBAR 973.851.3850 PAIGE ANTRACITE 10" HEX 10" Hex ; 10mm THICK GRAY INSTALL WITH SCH-3 @ FLOOR TRANSITION WD-1 LOBBY --—--2.5" X 3/4" (V.I.F.)MATCH EXISTING WHITE OAK HARDWOOD FLOORING TO MATCH EXISTING WD-2 UNITS MOHAWK 800.266.4295 ENGINEERED TO MATCH EX.6 1/2" X 5/8"MATCH EXISTING ENGINEERED HARDWOOD TO MATCH EXISTING HARDWOOD FLOORING * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL BATHROOM FINISH SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.SIZE FINISH COLOR NOTES VANITY EXTERIOR FINISH F-3 VANITY EXT.HIGH GLOSS GRAY (COLOR TBD) VANITY INTERIOR FINISH F-4 VANITY INT.WHITE STONE VANITY COUNTER TOP STN-2 VANITY COUNTER TOP SCHULTER STRIP SCH-2 BATHROOM SHOWERS MATTE BLACK (MSGS) SCHULTER STRIP SCH-3 DOORWAYS INTO BATHROOMS SCHLUTER-RENO-U BRUSHED ANTIQUE BRONZE UNIT 504 ENLARGED KITCHEN PLAN & ELEVATIONS A-250.4C Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ENLARGED KITCHEN PLAN Scale: 1/2" = 1'-0"1 ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1A ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1B ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1C ENLARGED KITCHEN ELEVATION Scale: 1/2" = 1'-0"1D KITCHEN EQUIPMENT / FIXTURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS RANGE RG KITCHEN FRIGIDAIRE 800.374.4432 FFEF3054T BLACK STAINLESS (D)— REFRIGERATOR RF-1 KITCHEN FRIGIDAIRE 800.374.4432 FFHB2750T BLACK STAINLESS (D)— DISHWASHER DW-1 KITCHEN FRIGIDAIRE 800.374.4432 FFID2426T BLACK STAINLESS (D)— MICROWAVE/HOOD MH-1 KITCHEN FRIGIDAIRE 800.374.4432 FFMV1645T BLACK STAINLESS (D)— SINK S-3 KITCHEN SKYLINE 508.947.4600 ZP2516 SATIN INCLUDE STRAINER WASTE DISPOSAL FD KITCHEN INSINKERATOR 800.588.5700 PRO 750 BLACK — SINK FAUCET S-4 KITCHEN & ACCESIBLE KITCHEN VIGO 866.591.7792 VG02008 SOLID BRASS / BLACK ADA COMPLIANT SINK S-5 ACCESSIBLE KITCHEN AMERICAN STANDARD 800.442.1902 18SB6252211.075 STAINLESS STEEL ADA COMPLIANT REFRIGERATOR RF-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGSS2635T BLACK ADA COMPLIANT COOKTOP CT ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FGEC3068U BLACK ADA COMPLIANT WALL OVEN OV ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFEW3026T BLACK ADA COMPLIANT DISHWASHER DW-2 ACCESSIBLE KITCHEN FRIGIDAIRE 800.374.4432 FFBD2420U BLACK ADA COMPLIANT MICROWAVE MW ACCESSIBLE KITCHEN GE APPLIANCES 800.626.2005 PEB7227DLBB BLACK ADA COMPLIANT HOOD HD ACCESSIBLE KITCHEN BROAN 800.558.1711 413023 BLACK ADA COMPLIANT KITCHEN FINISHES SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT ITEM NO.FINISH REMARKS CABINET EXTERIOR FINISH F1 KITCHEN ———HIGH GLOSS GRAY (COLOR TBD)— CABINET INTERIOR FINISH F2 KITCHEN ———WHITE MELAMINE OF APPROVED EQUAL — SCHULTER STRIP SCH-1 KITCHEN SCHULTER 888.472.4588 QUADEC MATTE BLACK (MGS)— COUNTERTOP STONE STN-1 KITCHEN ————— TOE KICK TK KITCHEN ———BLACK STAINLESS — GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED 2. SEE REFLECTED CEILING PLAN FOR LIGHTING LAYOUT. CONTRACTOR TO COORDINATE UNDERCOUNTER LIGHTING 3. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ALL APPLIANCE POWER REQUIREMENTS INDICATES TILE EXTENTS LEGEND: DW-1 S3 S4 FD RF-1 RG MH-1 1B TILE (CWT-1) EXTENDS 2 1/2" (V.I.F.)3'-0 1/2"3/4"1'-3"2'-6"1'-3"1"1'-0"1'-0"10'-10 1/2" (V.I.F.)6'-8"3'-2" (V.I.F.)4'-0"2'-0 1/2"3 1/2"1'-0" 3'-4" 1'-0"1'-0" 2'-1" CABINET END PANEL (F1)E.Q.E.Q.1A 1D 1C RF-1 REFRIGERATOR 3/4"1'-6"1'-6"3/4" 3/4"3'-0 1/2"2 1/2" (V.I.F.) RG RANGE 1'-3"1 1/2"1'-10"3'-2"1'-11"1'-3"1'-3"1'-3"1 1/4"9 1/4"9 1/4"11 3/4"4 1/2"8'-0"MICROWAVE 6"(TYP.)CWT-101 MH-1 2'-6"1'-3" B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. PNT-201 CONTRACTOR TO PROVIDE FIRE RATED BLOCKING FOR ALL KITCHEN CABINETRY AS REQUIRED (TYP.) P3 P3 B.O. CEILING ±10'-0" A.F.F. (V.I.F) FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. RF-1 RG 3'-2"MH-1 2'-6 1/4"4 1/2"6'-8"3'-0"3'-6"EQ.EQ.EQ. 5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) (3) EQUAL PANELS TO MATCH EXTERIOR CABINET FINISH (F1) BLACK STAINLESS STEEL TOE KICK (TK) (TYP.) P3 S4 2'-1" FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) 3'-4"4'-0" 1'-3"1'-3"1'-3"1'-3"1'-0"3'-0"1'-10"3'-2"PNT-201 4 1/4" BASE BOARD, TO BE PAINTED PNT-202 (TYP.) TILE TERMINATION WITH SCHLUTER STRIP (SCH-1) 6'-2" CWT-101 1'-3"1'-3"1'-6"1" P3P3 S4 1'-0" EQ. FINISH FLOOR 0'-0" T.O. KITCHEN CABINETS 8'-0" A.F.F. B.O. CEILING ±10'-0" A.F.F. (V.I.F) DISHWASHER DW-1 6'-8"3'-0"3'-6"1'-3"3/4" EQ. 2'-1" 1'-3"2'-0"1 1/4" 1'-0"1'-0"4"1'-0"3'-6"5/4" CONTERTOP WITH WATERFALL EDGE (STN-1) FILLER PANEL FINISH SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION SIZE FINISH REMARKS CWT-100 BATHROOM TILEBAR 973.851.3850 BASIC WHITE - SUBWAY 3" x 6" POLISHED — CWT-101 KITCHEN MALINE TILE 800.343.9660 DELTAKER TRIBECA - CRACKLE 3" x 9"CLOUD — CWT-102 BATHROOM SHOWER NICHE DALTILE 240.614.3589 COLORWHEEL - ARCTIC WHITE 1.5" HEX MOSAIC SEMI-GLOSS — PNT-101 TYPICAL UNIT CEILING PNT-102 TYPICAL UNIT BATHROOM CEILING PNT-103 GWB BEAM ENCLOSURE PNT-201 TYPICAL UNIT WALLS PNT-202 TYPICAL UNIT BASE BOARD TRIM PNT-203 COLUMNS PNT-204 TYPICAL TRIM PNT-205 EXPOSED STRUCTURAL STEEL (3RD FLOOR LOFT) PNT-210 TYPICAL UNIT BATHROOM WALLS PNT-220 TYPICAL CORRIDOR WALLS PNT-221 CORRIDOR ACCENT PNT-222 LOBBY WALLS PNT-223 TYPICAL STAIR WALLS PNT-224 MAILBOX WALL PNT-225 BRICK LOBBY PNT-226 STAIR STRINGERS LOBBY PNT-227 TRASH ROOM PNT-228 TYPICAL CORRIDOR WAINSCOT STAIN-1 LOBBY MILLWORK ML. CAMPBELL 800.364.1359 WOODSONG II --EBONY 2718 -- STAIN-2 LOFT STAIRWAY HANDRAIL ------------ * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MILLWORK SAMPLES PRIOR TO COMMENCING WITH WORK * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING *ALL PAINT COLORS SHALL BE DECIDED IN THE FIELD *GROUT COLORS TO BE SELECTED IN FIELD UPON RECIPT OF SUBMITTAL Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-300 PROPOSED NORTH ELEVATION12'-2 1/2"(V.I.F)3'-6 1/2"7'-10"(V.I.F)12'-0"(V.I.F)11'-10"(V.I.F)1'-5 1/2"14'-11 1/2"(V.I.F)RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 RETAIN, REPAIR, AND PAINT EXISTING WOOD CORNICE COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) RETAIN, REPAIR, AND PAINT EXISTING WOOD PANELING COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) NEW ATAS VERSA-LOK PANELS 16"X36" PAINTED CLASSIC BRONZE COLOR TYPICAL NEW ALUMINUM DRIP EDGE PAINTED CLASSIC BRONZE COLOR TYPICAL EXISTING MASONRY BRICK CHIMNEY TO REMAIN EXISTING CELL TOWERS TO REMAIN TYPICAL RETAIN EXISTING BLADE SIGN RETAIN, REPAIR, AND PAINT EXISTING WINDOW FAN AND TRIM SURROUND ABOVE DOOR NEW CUSTOM MAHOGANY TRADITIONAL WOOD/GLASS DOOR AND NEW TRIMS SURROUND TO MATCH TRANSOM ABOVE PAINTED BLACK RETAIN EXISTING WOOD/GLASS TRANSOM W/ TRIMS SURROUND PAINTED BLACK TYPICAL RETAIN AND CLEAN EXISTING STONE ENTABLATURE COMPONENT TO MAKE LIKE NEW, TYP. NEW COMPOSITE ROOF BALLUSTRADE TO MATCH EXISTING PAINTED, PNT-4E (TYP.) NEW CUSTOM MAHOGANY WOOD DOOR W/ GLASS PAINTED BLACK TYPICAL RETAIN, REPAIR, AND PAINT WOOD WINDOW ASSEMBLY AND EXISTING TRIMS SURROUND, PNT-4E (TYP.) NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED .060" ROOFING BEYOND TYPICAL NEW FAIRWAY A210 SERIES ALUMINUM RAILING WITH SQ. ALUMINUM BALUSTERS PAINTED BLACK TYPICAL EXISTING COPPER ROOF TO REMAIN TYPICAL NEW ATAS VERSA-LOK PANELS 16"X36" PAINTED CLASSIC BRONZE COLOR TYPICAL NEW NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED .060" ROOFING BEYOND TYPICAL NEW 20 OZ. COPPER COPING OVER NEW FIRESTONE .060" RUBBER GUARD EPDM MEMBRANE FULLY ADHERED PARAPET TYPICAL NEW COPPER GUTTER TO MATCH EXISTING PITCH TO DOWNSPOUT TYPICAL NEW 20 OZ. COPPER COPING TO MATCH EXISTING BEYOND TYPICAL NEW ALUMINUM WINDOWS TO MATCH EXISTING PAINTED, PNT-1E (TYPICAL) RETAIN, PAINT, AND CAULK EXISTING CAST IRON ARCHITECTURAL COMPONENTS, PNT-2E (TYPICAL) RETAIN, PAINT, AND CAULK EXISTING CAST IRON CORNICE COMPONENTS TYPICAL RETAIN, PAINT, AND CAULK EXISTING CAST IRON ARCHITECTURAL COMPONENTS, PNT-2E (TYPICAL) RETAIN, PAINT AND CAULK EXISTING WOOD WINDOW TRIMS & SILLS, PNT-1E (TYPICAL) RETAIN, PAINT, AND CAULK EXISTING CAST IRON CORNICE, SIGNAGE BAND AND TRIM, PNT-2E (TYPICAL) NEW 3/4" X 5 1/2" WOOD TRIM SURROUND PAINTED, PNT-3E (TYPICAL) NEW FIXED WINDOWS W/ INSULATED GLASS PAINTED, PNT-3E (TYPICAL), SEE A-403 FOR DETAILS NEW ALUMINUM WINDOWS TO MATCH EXISTING PAINTED, PNT-1E (TYPICAL) NEW 3/4" X 2 1/2" CEDAR TRIM SURROUND-TO BE PRIMED AND PAINTED, PNT-3E (TYPICAL) NEW 5/8" MDO SOLID PANEL RECESSED PAINTED, PNT-3E (TYPICAL) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS, PNT-3E (TYPICAL) NEW 3/4" X 5 1/2" CEDAR TRIM SURROUND PRIMED PAINTED, PNT-3E (TYPICAL) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS, PNT-3E (TYPICAL) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS, PNT-3E (TYPICAL) RETAIN EXIST WOOD/GLASS TRANSOM W/ TRIMS SURROUND PAINTED BLACK TYPICAL NEW CUSTOM MAHOGANY TRADITIONAL WOOD/GLASS DOOR AND NEW TRIMS SURROUND TO MATCH TRANSOM ABOVE PAINTED BLACK TYPICALRETAIN, REPAIR, AND PAINT EXISTING DECORATIVE WOOD COLUMNS AND TRIMS TYPICAL NEW CUSTOM MAHOGANY TRADITIONAL WOOD/GLASS DOOR TO REPLACE EXISTING IN KIND NEW TRIM SURROUND PAINTED TYPICAL RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-001 NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW INTEX NAUTILUS RS20-700 PVC RAIL SYSTEM WITH BAL35T1-36 PAINTED, PNT-4E (TYP.) ALIGN CENTER OF ROOF BALUSTER BETWEEN WINDOWS BELOW TYPICAL NEW FIRE RATED (90MIN) & INSULATED METAL DOOR PAINTED CLASSIC BRONZE COLOR TYPICAL RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 NEW MDO RECESSED PANEL AT DOOR SURROUND TO BE PRIMED AND PAINTED TO MATCH NEW DOOR HH First Floor 0' - 0" Second Floor Third Floor Fourth Floor Lower Second Floor Lower Parapet Fifth Floor Fifth Floor 217-221 PROPOSED NORTH ELEVATON Scale: 3/16" = 1'-0"1 A-352 11 A-350 31 30 25 24T3 T3 AAAAAAA T DD BBBBBBB CCCCCCC DDDDDDD T T1T1 CC BB AA DD CC BB AA CC BB AA 2 A-404 A-404 A A-404 B C A-404 1.11.21.31.351.42.12.22.252.4 2.3 A A-401 1 A-403 T2 EXTERIOR PAINT SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION FINISH REMARKS PNT-1E WINDOW FRAMES (221)---------- PNT-2E TYPICAL EXTERIOR (221)---------- PNT-3E STOREFRONT SURROUND (221)---------- PNT-4E TRIM (217)---------- * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH PAINT SAMPLES FOR APPROVAL * NOTE: ALL PAINT COLORS TO BE SELECTED IN FIELD * NOTE: SEE A-600 FOR DOOR SCHEDULE AND FINISHES GENERAL NOTE: GC TO PROVIDE A MOCKUP OF ALL EXTERIOR MATERIALS FOR AESTHETIC REVIEW AND APRROVAL BY THE OWNER AND ARCHITECT, AND ONE REVISION AS NEEDED. THE MOCKUP SHALL INCLUDE AT LEAST ONE WINDOW OF EACH WINDOW SERIES. GC TO COORDINATE A WINDOW/DOOR FLASHING AND INSTALL REVIEW BY THE OWNER AND ARCHITECT. REPRESENTATIVES FROM THE WINDOW, DOOR AND FLASHING MANUFACTURERS AND SUBCONTRACTORS SHALL BE PRESENT AT THE WINDOW/DOOR MOCKUP. Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-301 PROPOSED EAST ELEVATION7'-10"(V.I.F)12'-0"(V.I.F)11'-10"(V.I.F)1'-5 1/2"14'-11 1/2"(V.I.F)3'-6"(V.I.F)5'-0"EXISTING ROOF RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 RETAIN, REPAIR, AND PAINT EXISTING WOOD CORNICE COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) RETAIN, REPAIR, AND PAINT EXISTING WOOD PANELING COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) NEW ATAS VERSA-LOK PANELS 16"X36" PAINTED CLASSIC BRONZE COLOR TYPICAL NEW ALUMINUM DRIP EDGE PAINTED CLASSIC BRONZE COLOR TYPICAL EXISTING MASONRY BRICK CHIMNEY TO REMAIN EXISTING CELL TOWERS TO REMAIN TYPICAL EXISTING WINDOW STONE SILL TO REMAIN TYP. RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/A-305 NEW COMPOSITE ROOF BALLUSTRADE TO MATCH EXISTING PAINTED, PNT-4E (TYP.) RETAIN, REPAIR, AND PAINT WOOD WINDOW ASSEMBLY AND EXISTING TRIMS SURROUND PNT-4E (TYP.) EXISTING COPPER ROOF TO REMAIN TYPICAL NEW ATAS VERSA-LOK PANELS 16"X36" PAINTED CLASSIC BRONZE COLOR TYPICAL EXISTING WINDOW STONE SILL TO REMAIN TYP. NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS PNT-4E (TYP.) NEW INTEX NAUTILUS RS20-700 PVC RAIL SYSTEM WITH BAL35T1-36 PAINTED, PNT-4E (TYP.) ALIGN CENTER OF ROOF BALUSTER BETWEEN WINDOWS BELOW TYPICAL NEW 20 OZ. COPPER COPING OVER NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED PARAPET TYPICAL NEW FIRE RATED (90MIN) & INSULATED METAL DOOR PAINTED CLASSIC BRONZE COLOR TYPICAL RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 RETAIN, REPAIR, AND PAINT EXISTING WOOD CORNICE COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) RETAIN, REPAIR, AND PAINT EXISTING WOOD PANELING COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 NEW COMPOSITE ROOF BALLUSTRADE TO MATCH EXISTING PAINTED, PNT-4E (TYP.) RETAIN, REPAIR, AND CLEAN EXISTING ENTABLATURE COMPONENT TO MAKE LIKE NEW TYP. NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW INTEX NAUTILUS RS20-700 PVC RAIL SYSTEM WITH BAL35T1-36 PAINTED, PNT-4E (TYP.) RETAIN AND REPAIR AND PAINT WOOD WINDOW ASSEMBLY SET WITHIN EXISTING WOOD TRIMS & SILL, PNT-4E (TYP.) RETAIN, REPAIR, AND PAINT EXISTING VAULT ALARM TO MAKE LIKE NEW RETAIN, REPAIR,AND PAINT EXISTING METAL SECURITY STEEL BAR TYPICAL EXISTING WINDOW OPENING BEYOND TO BE INFILLED TO MATCH EXISITING MASONRY ASSEMBY RETAIN EXISTING BLADE SIGN BEYOND(V.I.F)First Floor 0' - 0" Second Floor Third Floor Fourth Floor Lower Second Floor Lower Parapet Fifth Floor Fifth Floor 217-221 PROPOSED EAST ELEVATION Scale: 3/16" = 1'-0"1 1 A-351 CC BB AA EE CC BB AA EE CC BB AA EE CC BB AA EE CC BB AA EE CC BB AA EE HH E2 GG FF EE DD CC BB AA C A-404 A A-404 B A-404 * NOTE: ALL PAINT COLORS TO BE SELECTED IN FIELD * NOTE: SEE A-600 FOR DOOR SCHEDULE AND FINISHES EXTERIOR PAINT SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION FINISH REMARKS PNT-1E WINDOW FRAMES (221)---------- PNT-2E TYPICAL EXTERIOR (221)---------- PNT-3E STOREFRONT SURROUND (221)---------- PNT-4E TRIM (217)---------- * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH PAINT SAMPLES FOR APPROVAL GENERAL NOTE: GC TO PROVIDE A MOCKUP OF ALL EXTERIOR MATERIALS FOR AESTHETIC REVIEW AND APRROVAL BY THE OWNER AND ARCHITECT, AND ONE REVISION AS NEEDED. THE MOCKUP SHALL INCLUDE AT LEAST ONE WINDOW OF EACH WINDOW SERIES. GC TO COORDINATE A WINDOW/DOOR FLASHING AND INSTALL REVIEW BY THE OWNER AND ARCHITECT. REPRESENTATIVES FROM THE WINDOW, DOOR AND FLASHING MANUFACTURERS AND SUBCONTRACTORS SHALL BE PRESENT AT THE WINDOW/DOOR MOCKUP. Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-302 PROPOSED SOUTH ELEVATION RETAIN, REPAIR, AND PAINT EXISTING METAL ACCESS DOOR RETAIN AND REPAIR EXISITNG MASONRY REFER TO ARCHITECTURAL MASONRY SPECS, A-304/ A-305 EXISTING ROOF STRUCTURE TO REMAIN EXISTING GENERATOR TO REMAIN NEW UNITS AIR COOLED CONDENSERS BEYOND ON CURBS TYPICAL RETAIN EXISTING ROOF BALLUSTRADE, CONTRACTOR TO CLEAN, REPAIR AND PAINT NEW WINDOW AND TRIM TO MATCH EXISTING 8'-0"8'-0"EXISTING GLASS BLOCK WALL TO REMAIN NEW WINDOW AND TRIM TO MATCH EXISTING NEW TRADITIONAL DOOR RAISED PANEL PAINTED. Third Floor Fourth Floor Fifth Floor 51' - 7 1/2" 14' - 11 1/2" Lower Parapet PROPOSED NEW STAIR ENCLOSURE BEYOND ROOF LINE BALLUSTERS NEW EQUIPMENT ROOM ENCLOSURE BEYOND ROOF LINE BALLUSTERS RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 RETAIN, REPAIR, AND PAINT EXISTING WOOD CORNICE COMPONENTS TO MAKE LIKE NEW, PNT-4E (TYP.) RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 NEW COMPOSITE ROOF BALLUSTRADE TO MATCH EXISTING PAINTED, PNT-4E (TYP.) NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW DOUBLE HUNG AND FIXED TRANSOM WINDOWS W/ INSULATED GLASS PAINTED, SEE A-400 FOR DETAILS, PNT-4E (TYP.) NEW INTEX NAUTILUS RS20-700 PVC RAIL SYSTEM WITH BAL35T1-36 PAINTED, PNT-4E (TYP.) RETAIN, REPAIR, AND PAINT WOOD WINDOW ASSEMBLY WITH-IN EXISTING WOOD TRIMS AND SILL BEYOND METAL SECURITY STEEL BAR RETAIN, REPAIR,AND PAINT EXISTING METAL SECURITY STEEL BAR TYPICAL NEW ATAS VERSA-LOK PANELS 16"X36" PAINTED CLASSIC BRONZE COLOR TYPICAL NEW ATAS VERSA-LOK PANELS 16"X36" PAINTED CLASSIC BRONZE COLOR TYPICAL NEW ALUMINUM DRIP EDGE PAINTED CLASSIC BRONZE COLOR TYPICAL EXISTING MASONRY BRICK CHIMNEY TO REMAIN EXISTING CELL TOWERS TO REMAIN TYPICAL CONTRACTOR TO COORDINATE INTERCOM INSTALLATION EXISTING OPENING TO BE INFILLED. NEW BRICK VENEER TO MATCH EXISTING MASONRY ASSEMBLY EXACTLY NEW FIXED METAL WINDOW TRANSOM PAINTED NEW CEDAR BULLNOSE W/ 1X6 TRIMS SURROUND PAINTED, TYP. NEW COPPER GUTTER TO MATCH EXISTING PITCH TO DOWNSPOUT TYPICAL NEW TRANSOM WINDOW WITH NEW 1x6 CEDAR TRIM BULLNOSE, PRIMED AND PAINTED (TYP.) NEW M.D.O 5/8" SOLID PANEL RECESSED WITH AZEK BAND MOULDING PAINTED. NEW FIXED PANEL DOOR AT EXISTING ROUGH OPENING (TYP.) NEW IVYSCREEN: CITYSCAPES 1.877.727.3367 WALL MOUNTED NATURE SCREEN DMT FINISH: SATIN BLACK MESH: 2x2 (TYP.) SC2 SC2 SC2 SC2 SC2SC2 NEW M.D.O 5/8" SOLID PANEL RECESSED WITH AZEK BAND MOULDING PAINTED. NEW EXTERIOR SCONCE, SEE LIGHTING PLANS FOR DETAILS NEW ALUMINIUM WINDOW SASH TO MATCH EXISTING SET WITH-IN EXISTING WOOD TRIMS AND SILL (TYPICAL) NEW RAISED PANEL DOOR, PAINTED SC2 First Floor 0' - 0" Second Floor Third Floor Fourth Floor Lower Second Floor Lower Parapet Fifth Floor Fifth Floor 217-221 PROPOSED SOUTH ELEVATON Scale: 3/16" = 1'-0"1 1 A-352 A-350 1 2023 44 14A 14A 14A CC BB AA FF CC BB AA FF CC BB AA J K L M N O J J J K L M K L M K L M K L M K L M N O 1.1 1.2 1.3 1.4 2.1 2.2 2.25 2.3 2.4 Q C A-404 B A-404 A A-404 Q Q2 Q2 Q2 * NOTE: ALL PAINT COLORS TO BE SELECTED IN FIELD * NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SPECIFICATIONS OF EXTERIOR IVYSCREEN AND LIGHTING TO LOCAL HISTORIC AHJ FOR APPROVAL PRIOR TO PURCHASE. EXTERIOR PAINT SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION FINISH REMARKS PNT-1E WINDOW FRAMES (221)---------- PNT-2E TYPICAL EXTERIOR (221)---------- PNT-3E STOREFRONT SURROUND (221)---------- PNT-4E TRIM (217)---------- * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH PAINT SAMPLES FOR APPROVAL GENERAL NOTE: GC TO PROVIDE A MOCKUP OF ALL EXTERIOR MATERIALS FOR AESTHETIC REVIEW AND APRROVAL BY THE OWNER AND ARCHITECT, AND ONE REVISION AS NEEDED. THE MOCKUP SHALL INCLUDE AT LEAST ONE WINDOW OF EACH WINDOW SERIES. GC TO COORDINATE A WINDOW/DOOR FLASHING AND INSTALL REVIEW BY THE OWNER AND ARCHITECT. REPRESENTATIVES FROM THE WINDOW, DOOR AND FLASHING MANUFACTURERS AND SUBCONTRACTORS SHALL BE PRESENT AT THE WINDOW/DOOR MOCKUP. Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-303 PROPOSED WEST ELEVATION First Floor 0' - 0" Second Floor Third Floor Fourth Floor Fifth Floor Lower Second Floor Lower Parapet Upper Parapet Basement -9' - 3"5'-8"(V.I.F)12'-2 1/2"(V.I.F)3'-6 1/2"7'-10"(V.I.F)12'-0"(V.I.F)11'-10"(V.I.F)1'-5 1/2"14'-11 1/2"(V.I.F)NEW ALUMINIUM WINDOWS TO MATCH EXISTING PAINTED, PNT-1E (TYP.) RETAIN, PAINT, AND CAULK EXISTING CAST IRON ARCHITECTURAL COMPONENTS, PNT-2E (TYP.) RETAIN, PAINT, AND CAULK EXISTING CAST IRON CORNICE COMPONENTS TYPICAL RETAIN, PAINT, AND CAULK EXISTING CAST IRON ARCHITECTURAL COMPONENTS, PNT-2E (TYP.) RETAIN, PAINT AND CAULK EXISTING WOOD WINDOW TRIMS & SILLS PAINTED, PNT-4E (TYP.) RETAIN, PAINT, AND CAULK EXISTING CAST IRON CORNICE, SIGNAGE BAND AND TRIMS, PNT-2E (TYPICAL) NEW 3/4" X 5 1/2" CEDAR TRIM SURROUND- TO BE PRIMED AND PAINTED, PNT-3E (TYPICAL) NEW FIXED WINDOWS W/ INSULATED GLASS PAINTED, PNT-3E (TYPICAL), SEE A-403 FOR DETAILS 3'-6"(V.I.F)NEW 20 OZ. COPPER COPING OVER NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED PARAPET TYPICAL NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE OVER FLOW SCUPPER TYPICAL NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED .060" ROOFING TYPICAL NEW COPPER GUTTER TO MATCH EXISTING PITCH TO DOWNSPOUT TYPICAL NEW 4" DIA. COPPER DOWNSPOUT TO MATCH EXISTING TYPICAL NEW ALUMINIUM WINDOWS TO MATCH EXISTING PAINTED, PNT-1E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON MITER JOINTS MAKE LIKE NEW TYPICAL NEW 3/4" X 2 1/2" CEDAR TRIM SURROUND- TO BE PRIMED AND PAINTED, PNT-3E (TYPICAL) NEW 5/8" MDO SOLID PANEL RECESSED PAINTED TYPICAL RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS, PNT-3E (TYPICAL) NEW WINDOWS & TRIM SURROUND TO MATCH EXISTING PAINTED, PNT-1E (TYPICAL) RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 (TYPICAL) NEW 20 OZ. COPPER COPING TO MATCH EXISTING TYPICAL NEW 20 OZ. COPPER COPING TO MATCH EXISTING TYPICAL NEW 20 OZ. COPPER 4" DIA. DOWNSPOUT TYPICAL NEW 20 OZ. COPPER 4" DIA. DOWNSPOUT TYPICAL RETAIN AND REPAIR EXISTING MASONRY REFER TO ARCHITECTURAL MASONRY SPECS A-304/ A-305 (TYPICAL) NEW COPPER GUTTER TO MATCH EXISTING PITCH TO DOWNSPOUT TYPICAL EXISTING OPENING TO BE INFILLED TO MATCH EXISITING MASONRY ASSEMBLY EXISTING HATCH TO REMAIN, CONTRACTOR TO CLEAN, REPAIR AND PAINT SC2 EXISTING LOUVERS TO REMAIN (TYP.) SC2 SC2 NEW EXTERIOR SCONCE, SEE LIGHTING PLAN FOR DETAILS (TYP.) NEW IVYSCREEN: CITYSCAPES 1.877.727.3367 WALL MOUNTED NATURE SCREEN DMT FINISH: SATIN BLACK MESH: 2x2 (TYP.) 217-221 PROPOSED WEST ELEVATION Scale: 3/16" = 1'-0"1 A-351 1 A B C D T4 T5 I H2 F E1 H1 E2 G H1 I H2 F E1 E2 I H2 F E1 E2 I H2 F E1 E2 I H2 F E1 E2 E1 E2 E1 E2 E1 E2 F H2 F F H2 A B C D E F 1 A-403 * NOTE: ALL PAINT COLORS TO BE SELECTED IN FIELD * NOTE: SEE A-600 FOR DOOR SCHEDULE AND FINISHES EXTERIOR PAINT SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION FINISH REMARKS PNT-1E WINDOW FRAMES (221)---------- PNT-2E TYPICAL EXTERIOR (221)---------- PNT-3E STOREFRONT SURROUND (221)---------- PNT-4E TRIM (217)---------- * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH PAINT SAMPLES FOR APPROVAL GENERAL NOTE: GC TO PROVIDE A MOCKUP OF ALL EXTERIOR MATERIALS FOR AESTHETIC REVIEW AND APRROVAL BY THE OWNER AND ARCHITECT, AND ONE REVISION AS NEEDED. THE MOCKUP SHALL INCLUDE AT LEAST ONE WINDOW OF EACH WINDOW SERIES. GC TO COORDINATE A WINDOW/DOOR FLASHING AND INSTALL REVIEW BY THE OWNER AND ARCHITECT. REPRESENTATIVES FROM THE WINDOW, DOOR AND FLASHING MANUFACTURERS AND SUBCONTRACTORS SHALL BE PRESENT AT THE WINDOW/DOOR MOCKUP. * NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SPECIFICATIONS OF EXTERIOR IVYSCREEN AND LIGHTING TO LOCAL HISTORIC AHJ FOR APPROVAL PRIOR TO PURCHASE. A-304 MASONRY RESTORATION SPECIFICATIONS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A A-305 MASONRY RESTORATION SPECIFICATIONS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-350 BUILDING SECTION ELEVATOR AABBCCGGFFDDEE 217-UNIT 306 BEDROOM 217-HALLWAY 217 EXISTING GALLERY 217 EXISTING BASEMENT 217-UNIT 304 KITCHEN 217-UNIT 206 KITCHEN 217-UNIT 204 KITCHEN 217-HALLWAY VERIZON ROOM STAIR 1 STAIR 1 STAIR 1 OPEN TO BEYOND OPEN TO BEYOND 217-UNIT 306 ENTRANCE BASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 (V.I.F) THIRD FLOOR - 217 (V.I.F) FOURTH FLOOR (V.I.F) FIFTH FLOOR (V.I.F) (V.I.F) LOWER PARAPET (V.I.F) STAIR HEADHOUSE (V.I.F) SECOND FLOOR - 221 NEW VERIZON ROOM ENCLOSURE (V.I.F) LOFTS - 217 (V.I.F) (V.I.F.) ROOF VARIES STAIR 1 FCA-2 A502 9 A-500 SEE INTERIOR ELEVATION SHEET A-230.6A THE FOLLOWING LINE INDICATES THE LIMITS OF WORK NOT INCLUDED IN SCOPE OF WORK 217-221 BUILDING SECTION Scale: 1/4" = 1'-0"1 FCA-1 A502 FCA-3 A502 RCA-1 A502 RCA-2 A502 RCA-1 A502 FCA-3 A502 FCA-2 A502 8 A-500 8 A-500 9 A-500 9 A-500 FCA-2 A502 1 A-701 RCA-1 A502 A-500 8 A-500 5 A-500 5 A-500 8 FCA-1 A502 FCA-7 A502 A-500 5 A-500 5 A-500 5 FCA-2 A502 FCA-8 A502 A-405 5 A-405 6 A-405 8 A-405 6 9 A-405 NOTE: SEE UNIT ELEVATIONS FOR INTERIOR DETAILS (TYP.) INDICATES 2-HOUR RATED ENCLOSURE SEE INTERIOR ELEVATION SHEET A-230.4A SEE INTERIOR ELEVATION SHEET A-220.4A EXISTING PANEL TO BE CLEANED, REPAIRED AND PAINTED EXISTING OAK WAINSCOTING AND HANDRAIL TO BE CLEANED, REPAIRED AND REFINISHED TO LIKE NEW CONDITION EXISTING OAK WAINSCOTING AND HANDRAIL TO BE CLEANED, REPAIRED AND REFINISHED TO LIKE NEW CONDITION NEW OAK WAINSCOTING TO MATCH EXISTING EXACTLY SEE STRUCTURAL DRAWINGS FOR FLOOR FRAMING 10'-8" A.F.F. (V.I.F.)VARIES (V.I.F.)8'-6" A.F.F. (V.I.F.)10'-8" A.F.F. (V.I.F.)VARIES (V.I.F.)8'-6" A.F.F. (V.I.F.)9'-6" A.F.F.SIM. NEW 2-HOUR ENCLOSURE AT VERIZON ROOM. EXTERIOR WALL ASSEMBLY: - ATAS VERSA-LOCK METAL - 16" x 36" PAINTED CLASSIC BRONZE - NEW 5/8" DENSE GLASS FIRE GUARD OVER 1/2" ADVANTECH SHEATHING ZIP SYSTEM - R-20 CLOSED CELL SPRAY FOAM INSULATION - (2) LAYERS 5/8" GWB TYPE X EXISTING CORNICE TO BE CLEANED, REPAIRED AND PAINTED (TYP.) C A404 C A404 REV. 9 A-405 SIM. EXISTING CORNICE TO BE CLEANED, REPAIRED AND PAINTED (TYP.) EXISTING STAIR TO BE CLEANED, REPAIRED & REPAINTED TO LIKE NEW CONDITION SEE INTERIOR ELEVATION SHEET A-330.6A INDICATES 2-HOUR RATED ENCLOSURE 3a A-500A-500 3a 11 A-501A-501 11 9'-3" V.I.F.14'-11 5/8" V.I.F.1'-5 3/8" V.I.F.11'-10" V.I.F.12'-3" V.I.F.8'-1 3/8" V.I.F.3'-3 1/8" V.I.F.5'-0 1/4" V.I.F.5'-2 1/4" V.I.F.KEY PLAN (FOR REFERENCE ONLY) AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217 - UNIT 206 217 - UNIT 205 217 - UNIT 204 TVW/DCOATS MECH TVMECH W/DCOATSMECH TVCLOSETCLOSET CLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP 221 - UNIT 201 CLOSETCLOSET COATSTV W/D MECH TV MECH COATSCLOSETW/D221 - UNIT 202 CLOSETTV 221 - UNIT 203 RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEARCOATS MECH CLOSET WDLINENCLOSET BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN LIVING LIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 BEDROOM 2 MASTER BEDROOM LIVINGKITCHEN KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM BATHROOM 2 MASTER BEDROOM BEDROOM 2 LIVING MASTER BATHROOM KITCHEN BATHROOM 2 MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM BATHROOM 2 LIVING BATHROOM EXIT SHAFT TO REMAIN STORAGE (TYP.) NEW 2-HOUR RATEDACCESS PANEL DOOR: CENDREX PFI SERIES36"X36" 1 1 HALLWAY HALLWAY 217-221 BUILDING SECTION Scale: 1/4" = 1'-0"1 2.42.32.21.1 1.2 1.3 2.1 2.2.51.2 BASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 (V.I.F) THIRD FLOOR - 217 (V.I.F) FOURTH FLOOR (V.I.F) FIFTH FLOOR (V.I.F) (V.I.F) LOWER PARAPET (V.I.F) STAIR HEADHOUSE (V.I.F) SECOND FLOOR - 221 28'-3" (V.I.F) THIRD FLOOR - 221 NEW VERIZON ROOM ENCLOSURE (V.I.F) LOFTS - 217 (V.I.F) (V.I.F.) ROOF VARIES 5'-4"9'-1 7/8"RCA-1 A502 RCA-2 A502 RCA-2 A502 RCA-1 A502 FCA-1 A502 FCA-2 A502 FCA-1 A502 FCA-2 A502 RCA-1 A502 FCA-4 A501 FCA-1 A502 FCA-3 A502 FCA-2 A502 FCA-1 A502 FCA-3 A502 FCA-3 A502 4 A-500A-500 9 4 A-500A-500 9 A-500 9 9 A-500 9 A-500A-500 9 8 A-500 8 A-500 8 A-500 8 A-500 8 A-500 8 A-500 8 A-500 1 A-700 FCA-7 A502 (SIM.) A-502 9 A-502 9 A-502 9 A-502 9 A-502 9 A-502 9 A-502 9 A-405 4 (REV.) A-405 4 5 A-405 INDICATES 2-HOUR RATED ENCLOSURE FCA-1a A502 FCA-1a A502 FCA-1a A502 NOTE: SEE UNIT ELEVATIONS FOR INTERIOR DETAILS (TYP.)VARIES (V.I.F.)10'-0" (V.I.F.)10'-7" (V.I.F.)11'-11" (V.I.F.)8'-6"8'-6"8'-6" (V.I.F.)8'-6" (V.I.F.)8'-6"8'-6"10'-8" (V.I.F.)7'-1" (V.I.F.)VARIES7'-0" MIN.INDICATES 2-HOUR RATED ENCLOSURE FCA-6a A502 A-405 8 SIM. C A-404 7 A-405 1 A-601 2 A-601 3 A-601 STAIR 2 STAIR 2 UNIT 502 ENTRY UNIT 502 CLOSET UNIT 502 BATHROOM UNIT 502 BEDROOM UNIT 402 ENTRY UNIT 402 CLOSET UNIT 402 BATHROOM UNIT 402 BEDROOM UNIT 302 CLOSET UNIT 302 M. BATHROOM UNIT 302 M. BEDROOM EXISTING CORNICE TO BE CLEANED, REPAIRED AND PAINTED (TYP.) FCA-1a A502 FCA-1a A502 FCA-1 A502 UNIT 202 CLOSET UNIT 202 M. BATHROOM UNIT 202 M. BEDROOM STORAGE AREA FRAMED ABOVE CLOSET: -1/2" TYPE X GWB (PAINTED) -6" 20 GA. MTL STUD @ 12" O.C. -3/4" OSB (PAINTED) HALLWAY HALLWAY BASEMENT BASEMENT ELECTRIC ROOM 217 EXISTING BASEMENT 217 EXISTING BASEMENT 217 EXISTING BASEMENT 217 EXISTING GALLERY 217 EXISTING GALLERY 217 EXISTING GALLERY 217 EXISTING GALLERY 221 EXISTING TENANT 221 EXISTING TENANT EXISTING EXTERIOR PANEL TO BE CLEANED REPAIRED AND PAINTED (TYP.) CLERESTORY WINDOW, SEE "KK"/A-600 FOR DETAILS UNIT 205 LIVING ROOM UNIT 205 BEDROOM UNIT 305 LIVING ROOM UNIT 305 KITCHEN UNIT 305 LOFT 3a A-500 3a A-500 3a A-500 3a A-500A-501 17 A-501 15 (SIM.) 3a A-500A-501 17 A-501 15 (SIM.) THE FOLLOWING LINE INDICATES THE LIMITS OF WORK NOT INCLUDED IN SCOPE OF WORK THE FOLLOWING LINE INDICATES THE LIMITS OF WORK NOT INCLUDED IN SCOPE OF WORK SEE INTERIOR ELEVATION SHEET A-240.3A SEE INTERIOR ELEVATION SHEET A-230.3A SEE INTERIOR ELEVATION SHEET A-220.2A SEE INTERIOR ELEVATION SHEET A-210.2A (SEE INTERIOR ELEVATION SHEET A-202) (SEE INTERIOR ELEVATION SHEET A-201) SEE INTERIOR ELEVATION SHEET A-230.5A SEE INTERIOR ELEVATION SHEET A-220.5A 1:20 MAX SLOPE BETWEEN 217-221 CORRIDORS 9'-3"V.I.F.14'-11 5/8"V.I.F.1'-5 3/8"V.I.F.11'-10"V.I.F.8'-1 3/8"V.I.F.5'-0 1/4"V.I.F.5'-2 1/4"V.I.F.12'-3"V.I.F.3'-3 1/8"V.I.F.NEW CONCRETE TOPPING SLAB OVER EXISTING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS NEW STEEL STAIRS AND GUARDRAIL BEYOND, SEE A-110 FOR SPECIFICATIONS NOTE: CONTRACTOR TO PROVIDE 1.5" HOUSEKEEPING CURB AT UNDERSIDE OF SWITCHGEAR 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 KEY PLAN - SECOND FLOOR (FOR REFERENCE ONLY) AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 217 - UNIT 206 217 - UNIT 205 217 - UNIT 204 TVW/DCOATS MECH TVMECH W/DCOATSMECH TVCLOSETCLOSET CLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP 221 - UNIT 201 CLOSETCLOSET COATSTV W/D MECH TV MECH COATSCLOSETW/D221 - UNIT 202 CLOSETTV 221 - UNIT 203 RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEARCOATS MECH CLOSET WDLINENCLOSET BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN 12'-1" x 11'-7" 7'-1" x 11'-0" 10'-0" x 6'-8" 12'-5" x 13'-2" LIVING 12'-6" x 12'-3" 10'-10" x 11'-0" LIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 20'-3" x 8'-6" 9'-11" x 7'-9" 13'-4" x 12'-7" 12'-7" x 9'-4" 10'-0" x 6'-6" 9'-3" x 15'-7" 10'-10" x 14'-6" 11'-1" x 10'-3" 15'-7" x 10'-6"12'-7" x 12'-7" BEDROOM 2 MASTER BEDROOM LIVINGKITCHEN KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM BATHROOM 2 10'-6" x 10'-9" 10'-5" x 10'-1" 11'-7" x 15'-0" 5'-0" x 9'-4" 6'-0" x 9'-0" 11'-9" x 12'-1" MASTER BEDROOM BEDROOM 2 LIVING MASTER BATHROOM KITCHEN BATHROOM 2 11'-0" x 11'-7" 10'-4x10'-7" 5'-0" x 8'-8" 14'-5"x12'-4" 6'-0" x 9'-4" 9'-5" x 11'-3" MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM 5'-10" x 8'-8" 12'-5" x 10'-4" 12'-2" x 16'-3" 10'-4" x 11'-8" BATHROOM 2 5'-6" x 9'-1" LIVING 14'-0" x 9'-2" 13'-0" x 13'-0" BATHROOM EXIT SHAFT TO REMAIN STORAGE (TYP.) NEW 2-HOUR RATEDACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" 1 1 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ELECTRICAL ROOM BASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 (V.I.F) FOURTH FLOOR (V.I.F) FIFTH FLOOR (V.I.F) (V.I.F) ELEVATOR HEADHOUSE (V.I.F) SECOND FLOOR - 221 (V.I.F) THIRD FLOOR - 221 (V.I.F.) MECHANICAL (V.I.F.) NEW FLOOR (V.I.F.) A B C D E F 217 TENANT ELEVATOR RESIDENCE LOBBY 221 - UNIT 201 BEDROOM 2 STAIR 2 221 - UNIT 201 BATHROOM 221 - UNIT 301 BEDROOM 2 221 - UNIT 301 BATHROOM 221 - UNIT 401 LIVING / KITCHEN 221 - UNIT 501 LIVING / KITCHEN HALLWAY HALLWAY STORAGE STORAGE STORAGE STORAGE EXISTING MECHANICAL HALLWAY HALLWAY 221 - UNIT 203 LIVING 221 - UNIT 303 KITCHEN 221 - UNIT 403 KITCHEN 221 - UNIT 503 KITCHEN 15'-1" V.I.F.11'-3 3/4" V.I.F.12'-6" V.I.F.11'-5 1/4" V.I.F.1'-6 1/2" V.I.F.14'-11 1/2" V.I.F.8'-7" V.I.F.217 TENANT 217-221 BUILDING SECTION Scale: 1/4" = 1'-0"1 12"1'-8"3'-6"1'-6"8 A-500 8 A-500 8 A-500 8 A-500 RCA-2 A502 RCA-1 A502 2 A-500 2 A-500 2 A-500 2 A-500 8 A-500 8 A-500 8 A-500 8 A-500 2 A-500 2 A-500 FCA-1 A-502 FCA-1 A-502 FCA-1 A-502 FCA-3 A502 2 A-500 2 A-500 2 A-500 2 A-500 1 A-500 1 A-500 8 A-5006 A-500 FCA-6 A502 1 A-703 A-700 1 3 A-404 5 A-500 RCA-1 A502 RCA-1 A502 5 A-500A-500 9 FCA-1 A-502 FCA-2 A502 A-500 5 A-500 3A A-500 3A FCA-2 A502 A-500 5 FCA-6a A502 FCA-1 A-502 FCA-1 A-502 5 A-500A-500 9 5 A-500 5 A-500 A-500 5 A-500 5 5 A-500 FCA-2 A502 FCA-3 A-502 SIM. FCA-7 A-502 FCA-3 A-502 SIM. FCA-3 A-502 SIM. FCA-7 A-502 FCA-2 A502 FCA-2 A502 FCA-6a A502 INDICATES 2-HOUR RATED ENCLOSURE (TYP.)11'-8" (V.I.F.)11'-2" (V.I.F.)10'-0" (V.I.F.)VARIES (V.I.F.)8'-6" (V.I.F.)8'-6" (V.I.F.)17'-1" (V.I.F.)11'-8" (V.I.F.)11'-2" (V.I.F.)10'-0" (V.I.F.)VARIES (V.I.F.)VARIES (V.I.F.)10'-0" (V.I.F.)11'-2" (V.I.F.)11'-8" (V.I.F.)FCA-3 A-502 1 A-404 A-404 1 REV. NOTE: SEE UNIT ELEVATIONS FOR INTERIOR DETAILS (TYP.) INDICATES 2-HOUR RATED ENCLOSURE (TYP.) INDICATES 2-HOUR RATED ENCLOSURE (TYP.) A-405 C 9'-0" (V.I.F.)9'-0" (V.I.F.)SEE INTERIOR ELEVATION SHEET A-250.1A SEE INTERIOR ELEVATION SHEET A-240.1A SEE INTERIOR ELEVATION SHEET A-230.1A SEE ENLARGED BATHROOM SHEET A-230.1B SEE INTERIOR ELEVATION SHEET A-220.1A SEE ENLARGED BATHROOM SHEET A-220.1B SEE ENLARGED LOBBY SHEET A-200 SEE INTERIOR ELEVATION SHEET A220.3A SEE INTERIOR ELEVATION SHEET A230.3A SEE INTERIOR ELEVATION SHEET A240.3A SEE INTERIOR ELEVATION SHEET A250.3A FCA-1a A-502 FCA-1a A-502 LINE INDICATES WORK NOT IN SCOPE SEE ELEVATION DETAIL SHEET A703 12'-0" (MAX.)8'-6" (V.I.F.)8'-6" (V.I.F.)SIM. NEW CONCRETE TOPPING SLAB OVER EXISTING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS A-501 15 A-501 15 RCA-2 A502 EXISTING SKYLIGHT TO REMAIN A HALLWAYSTAIR 8'-6" V.I.F.12'-0" V.I.F.SKYLIGHT SECTION Scale: 1/4" = 1'-0"A EXISTING SKYLIGHT TO REMAIN INDICATES 2-HOUR RATED ENCLOSURE (TYP.) NOTE: CONTRACTOR TO PROVIDE CONDUIT FOR ELECTRICAL SERVCE CONNECTION PRIOR TO POURING NEW TOPPING SLAB, SEE ELECTRICAL ENGINEERING DRAINGS FOR SPECIFICATIONS NEW STEEL STAIRS BEYOND, SEE A-110 FOR SPECIFICATIONS AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 895 SF 221 - UNIT 202 949 SF 221 - UNIT 203 841 SF 217 - UNIT 204 1,012 SF 217 - UNIT 205 831 SF 217 - UNIT 206 866 SF SECOND FLOOR SUB-TOTAL 5,394 SF THIRD FLOOR 221 - UNIT 301 885 SF 221 - UNIT 302 946 SF 221 - UNIT 303 922 SF 217 - UNIT 304 988 SF 217 - UNIT 305 884 SF 217 - UNIT 306 882 SF THIRD FLOOR SUB-TOTAL 5,507 SF LOFT FLOOR 217 - UNIT 304 LOFT 231 SF 217 - UNIT 305 LOFT 258 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 768 SF FOURTH FLOOR 221 - UNIT 401 664 SF 221 - UNIT 402 683 SF 221 - UNIT 403 684 SF 221 - UNIT 404 686 SF FOURTH FLOOR SUB-TOTAL 2,717 SF FIFTH FLOOR 221 - UNIT 501 671 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 687 SF FIFTH FLOOR SUB-TOTAL 2,726 SF TOTAL ALL FLOORS 20 UNITS 17,112 SF +/- (NET) 217 - UNIT 206 217 - UNIT 205 217 - UNIT 204 TVW/DCOATS MECH TVMECH W/DCOATSMECH TVCLOSETCLOSET CLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" STORAGE STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR DN DN UP UP 221 - UNIT 201 CLOSETCLOSET COATSTV W/D MECH TV MECH COATSCLOSETW/D221 - UNIT 202 CLOSETTV 221 - UNIT 203 RETRACTABLE SHELFOVEN DW180º CLEAR180º CLEARCOATS MECH CLOSET WDLINENCLOSET BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN 12'-1" x 11'-7" 7'-1" x 11'-0" 10'-0" x 6'-8" 12'-5" x 13'-2" LIVING 12'-6" x 12'-3" 10'-10" x 11'-0" LIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 20'-3" x 8'-6" 9'-11" x 7'-9" 13'-4" x 12'-7" 12'-7" x 9'-4" 10'-0" x 6'-6" 9'-3" x 15'-7" 10'-10" x 14'-6" 11'-1" x 10'-3" 15'-7" x 10'-6"12'-7" x 12'-7" BEDROOM 2 MASTER BEDROOM LIVINGKITCHEN KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM BATHROOM 2 10'-6" x 10'-9" 10'-5" x 10'-1" 11'-7" x 15'-0" 5'-0" x 9'-4" 6'-0" x 9'-0" 11'-9" x 12'-1" MASTER BEDROOM BEDROOM 2 LIVING MASTER BATHROOM KITCHEN BATHROOM 2 11'-0" x 11'-7" 10'-4x10'-7" 5'-0" x 8'-8" 14'-5"x12'-4" 6'-0" x 9'-4" 9'-5" x 11'-3" MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM 5'-10" x 8'-8" 12'-5" x 10'-4" 12'-2" x 16'-3" 10'-4" x 11'-8" BATHROOM 2 5'-6" x 9'-1" LIVING 14'-0" x 9'-2" 13'-0" x 13'-0" BATHROOM EXIT SHAFT TO REMAIN STORAGE (TYP.) NEW 2-HOUR RATEDACCESS PANEL DOOR: CENDREX PFI SERIES36"X36" KEY PLAN - SECOND FLOOR (FOR REFERENCE ONLY) 1 1 217 - EXIST WINDOW TYPE EE DETAIL Scale: 1" = 1'-0"1217 - NEW WINDOW TYPE CC DETAIL Scale: 1" = 1'-0"4 217 - NEW WINDOW TYPE AA & BB DETAIL Scale: 1" = 1'-0"5 217 - EXIST WINDOW TYPE EE DETAIL Scale: 1" = 1'-0"3 EXISTING MASONRY WALL TO REMAIN REPAIR AND PAINT EXISTING BRICK MOULDING WINDOW SURROUND (TYPICAL) REPAIR AND PAINT EXISTING MOULDING WINDOW TRIM SURROUND (TYP.) EXISTING MASONRY WALL TO REMAIN 217 - NEW WINDOW TYPE AA, BB & CC DETAIL Scale: 1" = 1'-0"2 RETAIN EXISTING EXTERIOR SHEATHING & STRUCTURE RETAIN, REPAIR & PAINT EXISTING WOOD PANELS, (TYP.) RETAIN, REPAIR & PAINT EXISTING MOULDING WINDOW TRIMS SURROUND (TYP.) NEW PELLA RESERVE TRADITIONAL WOOD WINDOW PAINTED, (TYP.) NEW PELLA RESERVE TRADITIONAL WOOD WINDOW PAINTED, (TYP.) NEW BREAK METAL PAN WINDOW SILL FLASHING SET IN SEALANT BED PAINTED, (TYP.) RETAIN REPAIR & PAINT EXISTING WOOD SILL (TYP.) VERIFY EXISTING R.O. IN FIELDNEW R20 CLOSED CELL SPRAY FOAM INSULATION, (TYP.) NEW 3 5/8" METAL STUDS@ 16" O.C. NEW 3/4" WOOD EXTENSION JAMB PAINTED NEW 3/4" x 3/2" WOOD TRIM PAINTED NEW CLOSED CELL SPRAY FOAM @ 5/8" SHIM (TYP.) NEW 3/4" MDF EXTENSION SILL PRIMED & PAINTED NEW BROSCO 1274 STOOL CAP & APRON PAINTED, (TYP.) NEW 2x4 BLOCKING AS REQUIRED NEW CLOSED CELL SPRAY FOAM INSULATION NEW P.T. 2x10 BLOCKING RETAIN, REPAIR & PAINT EXISTING WOOD MOULDING & WINDOW TRIM SURROUND (TYP.) EXISTING INTERIOR FINISHES TO REMAIN (NOT IN SCOPE OF NEW WORK) RETAIN, REPAIR & PAINT EXISTING WOOD WINDOWS EXISTING INTERIOR FINISHES TO REMAIN (NOT IN SCOPE OF NEW WORK) RETAIN, REPAIR & PAINT EXISTING WOOD MOULDING & TRIM WINDOW SURROUND? RETAIN, REPAIR & PAINT EXISTING WOOD WINDOWS (TYP.) EXISTING MASONRY WALL TO REMAIN (TYP.) EXISTING INTERIOR FINISHES TO REMAIN (NOT IN SCOPE OF NEW WORK* NEW P.T. 2x6 BLOCKING AS REQUIRED, (TYP.) NEW 3/4" MDF EXTENSION JAMB PAINTED NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED, (TYP.)NEW CLOSED CELL SPRAY FOAM @ 3/8" SHIM (TYP.) NEW 3/4 x 5/2" WOOD TRIM PAINTED VERIFY EXISTING R.O. IN FIELDNEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 5/8" GWB PAINTED NEW 3/4" MDF EXTENSION JAMB PAINTED EXISTING MASONRY WALL TO REMAIN RETAIN REPAIR & PAINT EXISTING WOOD SILL (TYP.) RETAIN EXISTING STONE SILL VERIFY EXISTING R.O. IN FIELD VERIFY EXISTING R.O. IN FIELD VERIFY EXISTING R.O. IN FIELD RETAIN, REPAIR & PAINT EXISTING WOOD MOULDING & TRIM WINDOW SURROUND? EXISTING MASONRY WALL TO REMAIN (TYP.) NEW PELLA RESERVE TRADITIONAL WOOD WINDOW PAINTED (TYP.) NEW (2) 2x6 WOOD STUDS NEW (2) 2x6 HEADER VERIFY EXISTING R.O. IN FIELD VERIFY EXISTING R.O. IN FIELDNEW PELLA RESERVE TRADITIONAL WOOD WINDOW PAINTED, (TYP.) NEW R20 CLOSED CELL SPRAY FOAM INSULATION, (TYP.) NEW P.T. (2) 2X6 BLOCKING (TYP.) NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 5/8" GWB PAINTED NEW 3/4" MDF EXTENSION JAMB PAINTED NEW 3/4" WOOD EXTENSION JAMB PAINTED NEW 3/4" x 3/2" WOOD TRIM PAINTED NEW CLOSED CELL SPRAY FOAM @ 5/8" SHIM (TYP.) NEW (2) 2x6 HEADER NEW 3/4" MDF EXTENSION SILL PRIMED & PAINTED NEW 2x4 BLOCKING AS REQUIRED NEW CLOSED CELL SPRAY FOAM INSULATION A UNIT MEETS EGRESS REQUIREMENTS FOR IRC CODE. STATE AND LOCAL CODES MAY DIFFER. ALWAYS REFER TO LOCAL BUILDING CODES FOR COMPLETE REQUIREMENTS. CHECK WITH LOCAL OFFICIALS TO ENSURE COMPLIANCE BEFORE INSTALLING THE UNIT. GLASS NOTES: CL. 1: INSULATED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS CL. 2: INSULATED TEMPERED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS. WINDOW NOTES: 1. PROVIDE PELLA RESERVE, TRADITIONAL WOOD, NON-STANDARD SIZE DOUBLE HUNG AS SPECIFIED BY ARCHITECT. INSTALL WINDOWS PER MANUFACTURER RECOMMENDATIONS. 2. DIMENSIONS PROVIDED INDICATE THE FRAME DIMENSIONS OF PROPOSED WINDOWS. 3. VERIFY EXISTING FRAMING ROUGH OPENINGS PRIOR TO ORDERING OF WINDOWS. INCLUDING HEIGHT AND RADIUS OF ROUND WINDOWS. GC TO COORDINATE FRAMING REQUIREMENTS. 4. INSTALL WINDOWS WITH ALUMINUM SILL PAN FLASHING. INCREASE INDICATED ROUGH OPENING HEIGHTS AS REQUIRED TO ACCOMMODATE FLASHING REQUIREMENTS WITH WALL FRAMING. 5. EXTERIOR COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S TO REVIEW WITH LOCAL HISTORICAL DISTRICT. 6. INTERIOR COLOR: PAINTED TO MATCH ARCHITECT'S SAMPLE. 7. GLASS: 1/2" CLEAR, LOW "E" INSULATED GLASS, ARGON FILLED; U FACTOR= .29 SHGC 0.25 8. NO CUSTOM GRILLE, 7/8", TRADITIONAL, PUTTY GLAZE, OGEE. 8. PROVIDE FACTORY WEATHERSTRIPPING COMPLETELY AROUND SASH AND FRAME FOR COMPLETE SEAL. BACKER RODS AND SEALANT AROUND FRAMES. 9. HALF FIRBERGLASS SCREEN. STANDARD ENDURACLAD, WHITE 10. HARDWARE FINISH: CAM-ACTION LOCK, WHITE, WITH WINDOW CONTROL DEVICE PER CODE. 11. PROVIDE SAFETY GLASS PERBUILDING CODE. 12. CONTRACTOR TO SEE BUILDING ELEVATIONS AND DETAILS FOR ELEVATIONS AND ALIGNMENTS. NOTES: . ALL WINDOW PROFILES & DETAILS TO BE APPROVED BY HISTORIC AHJ PRIOR TO RELEASING FRABICATION. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL (TYP.) . REFER TO EXTERIOR ELEVATIONS FOR PAINT SCHEDULE NEW PELLA RESERVE TRADITIONAL WOOD WINDOW PAINTED, (TYP.) NEW BREAK METAL PAN WINDOW SILL FLASHING SET IN SEALANT BED PAINTED, (TYP.) RETAIN REPAIR & PAINT EXISTING WOOD SILL (TYP.) BROSCO PINE MOULDING PATTERNS APRON: 8642 5/8"x3 1/2" BROSCO PINE MOULDING PATTERNS STOOL CAP: 1274 (6 9/16" WALL) 11/16"x5 3/16" NEW BROSCO 1274 STOOL CAP & APRON PAINTED, (TYP.) BROSCO PINE MOULDING PATTERNS APRON: 8642 5/8"x3 1/2" BROSCO PINE MOULDING PATTERNS STOOL CAP: 1274 (6 9/16" WALL) 11/16"x5 3/16" A-400 NEW WINDOW DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 3 1 2 4 5 AA BB CC EE 217 - EXIST WINDOW TYPE EE ELEVATION Scale: 1/4" = 1'-0"A 217 - NEW WINDOW TYPE AA, BB & CC ELEVATION Scale: 1/4" = 1'-0"B 221 - NEW WINDOW TYPE A,B,C & D DETAIL Scale: 1" = 1'-0"1221 - NEW WINDOW TYPE E DETAIL Scale: 1" = 1'-0"4 EXISTING MASONRY WALL TYPICAL 221 - NEW WINDOW TYPE E DETAIL Scale: 1" = 1'-0"2 221 - NEW WINDOW TYPE A,B,C & D DETAIL Scale: 1" = 1'-0"3 NEW DIAMON 8101 ALUMINUM FRAME DOULBE HUNG WINDOW PAINTED, TYPICAL RETAIN, REPAIR AND PAINT EXISTING WOOD SILL, TYPICAL RETAIN, REPAIR AND PAINT EXISTING CAST IRON DECORATIVE MOULDING, TYPICAL RETAIN, REPAIR AND PAINT EXISTING WINDOW TRIMS TYPICAL A UNIT MEETS EGRESS REQUIREMENTS FOR IRC CODE. STATE AND LOCAL CODES MAY DIFFER. ALWAYS REFER TO LOCAL BUILDING CODES FOR COMPLETE REQUIREMENTS. CHECK WITH LOCAL OFFICIALS TO ENSURE COMPLIANCE BEFORE INSTALLING THE UNIT. GLASS NOTES: CL. 1: INSULATED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS CL. 2: INSULATED TEMPERED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS. WINDOW NOTES: 1. PROVIDE DIAMOND 8101 DOUBLE HUNG ALUMINUM FRAME WINDOWS AS SPECIFIED OR EQUAL AS APPROVED BY ARCHITECT. INSTALL WINDOWS PER MANUFACTURER RECOMMENDATIONS. 2. DIMENSIONS PROVIDED INDICATE THE FRAME DIMENSIONS OF PROPOSED WINDOWS. 3. VERIFY EXISTING FRAMING ROUGH OPENINGS PRIOR TO ORDERING OF WINDOWS. INCLUDING HEIGHT AND RADIUS OF ROUND WINDOWS. GC TO COORDINATE FRAMING REQUIREMENTS. 4. INSTALL WINDOWS WITH ALUMINUM SILL PAN FLASHING. INCREASE INDICATED ROUGH OPENING HEIGHTS AS REQUIRED TO ACCOMMODATE FLASHING REQUIREMENTS WITH WALL FRAMING. 5. EXTERIOR COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S TO REVIEW WITH LOCAL HISTORICAL DISTRICT. 6. INTERIOR COLOR: PAINTED TO MATCH ARCHITECT'S SAMPLE. 7. GLASS: 1/2" CLEAR, LOW "E" INSULATED GLASS, ARGON FILLED; U FACTOR= MAXIMUM. 26 FOR FIXED WINDOWS, MAXIMUM .30 FOR VENTING WINDOWS. 8. PROVIDE FACTORY WEATHERSTRIPPING COMPLETELY AROUND SASH AND FRAME FOR COMPLETE SEAL. BACKER RODS AND SEALANT AROUND FRAMES. 9. INTERIOR HALF FIRBERGLASS SCREENS INSIDE. FRAME FINISH TO BE DETERMINED BY ARCHITECT. 10. HARDWARE FINISH: TO BE DETERMINED BY ARCHITECT FROM RANGE OF MANUFACTURER'S OPTIONAL FINISH. 11. PROVIDE SAFETY GLASS PERBUILDING CODE. 12. CONTRACTOR TO SEE BUILDING ELEVATIONS AND DETAILS FOR ELEVATIONS AND ALIGNMENTS. 13. FIXED TRANSOM WINDOW WINDOW WIDTHS TO MATCH DOOR WIDTHS WINDOW. NOTES: . ALL WINDOW PROFILES & DETAILS TO BE APPROVED BY HISTORIC AHJ PRIOR TO RELEASING FRABICATION. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL (TYP.) . REFER TO EXTERIOR ELEVATIONS FOR PAINT SCHEDULE NEW BACKER ROD AND PAINTABLE SEALANT, TYPICAL NEW PAINTABLE SEALANT TYPICAL RETAIN, REPAIR AND PAINT EXISTING CAST IRON DECORATIVE MOULDING, TYPICAL RETAIN, REPAIR EXISTING WOOD BLOCKING TYPICA NEW MEMBRANE FLASHING TO BE TURNED UP TYPICAL NEW P.T. 2X4 BLOCKING TYPICAL NEW 3/4" MDF SILL EXTENSION PAINTED OVER 5/8" GWB TYPICAL NEW BROSCO 1274 STOOL CAP WITH 8642 APRON PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM CAVITY TYPICAL NEW CEILING ASSEMBLY NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 3/4" MDF JAMB EXTENSION PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM CAVITY TYPICAL NEW P.T. 2X6 BLOCKING TYPICAL NEW DIAMON 8101 ALUMINUM FRAME DOULBE HUNG WINDOW PAINTED, TYPICAL RETAIN, REPAIR AND PAINT EXISTING WOOD SILL, TYPICAL RETAIN, REPAIR AND PAINT EXISTING CAST IRON DECORATIVE MOULDING, TYPICAL NEW BACKER ROD AND PAINTABLE SEALANT, TYPICAL RETAIN, REPAIR EXISTING WOOD BLOCKING TYPICA NEW MEMBRANE FLASHING TO BE TURNED UP TYPICAL NEW 3/4" MDF SILL EXTENSION PAINTED OVER 5/8" GWB TYPICAL NEW BROSCO 1274 STOOL CAP WITH 8642 APRON PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM CAVITY TYPICAL NEW 5/8" GWB TYPE X PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM INSULATION TYPICAL NEW 5/8" GWB TYPE X PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM INSULATION TYPICALVERIFY EXISTING M.O. IN FIELDNEW P.T. 2X8 BLOCK SURROUND TYPICAL NEW BACKER ROD AND PAINTABLE CAULKING TYPICAL NEW DIAMON WINDOW BULLNOSE TRIM PAINTED TYPICAL EXISTING GRANITE LINTEL TYPICAL EXISTING MASONRY TYPICAL NEW DIAMON 8101 ALUMINUM FRAME DOUBLE HUNG WINDOW PAINTED TYPICAL NEW P.T. 2X6 SILL BLOCKING TYPICAL NEW MEMRANE FLASHING TO BE TURNED UP TYPICAL NEW DIAMON WINDOW SILL WITH CAULKING STOP TYPICAL EXISTING GRANITE WINDOW SILL TYPICAL EXISTING MASONRY TYPICAL EXISTING WOOD HEADER TYPICAL NEW PAINTABLE SEALANT TYPICAL NEW P.T. 2X4 BLOCKING TYPICALVERIFY EXISTING R.O. IN FIELDNEW BROSCO 1274 STOOL CAP WITH 8642 APRON PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM INSULATION TYPICAL NEW PAINTABLE SEALANT TYPICAL NEW 5/8" GWB TYPE X PAINTED TYPICAL NEW CEILING ASSEMBLY NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 3/4" MDF JAMB EXTENSION PAINTED TYPICAL NEW PAINTABLE SEALANT TYPICAL VERIFY EXISTING M.O. IN FIELD RETAIN, REPAIR AND PAINT EXISTING ORNAMENTAL PILASTER TYPICAL RETAIN, REPAIR AND PAINT EXISTING WINDOW TRIMS SURROUND TYPICAL NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 3/4" MDF JAMB EXTENSION PAINTED TYPICAL NEW CLOSED CELL SPRAY FOAM CAVITY TYPICAL NEW P.T. 2X6 BLOCKING AT WINDOW SURROUND TYPICAL NEW DIAMON 8101 ALUMINUM FRAME DOULBE HUNG WINDOW PAINTED, TYPICAL NEW CLOSED CELL SPRAY FOAM INSULATION TYPICAL NEW 5/8" GWB TYPE X PAINTED TYPICAL VERIFY EXISTING M.O. IN FIELD EXISTING MASONRY WALL TYPICAL NEW BACKER ROD AND PAINTABLE CAULKING TYPICAL NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 3/4" MDF JAMB EXTENSION OVER 1/2" SHIM PAINTED TYPICAL NEW PAINTABLE SEALANT TYPICAL NEW P.T. 2X6 BLOCKING AT WINDOW SURROUND TYPICAL NEW DIAMON 8101 ALUMINUM FRAME DOULBE HUNG WINDOW PAINTED, TYPICAL NEW CLOSED CELL SPRAY FOAM INSULATION TYPICAL NEW 5/8" GWB TYPE X PAINTED TYPICAL NEW DIAMON WINDOW BULLNOSE TRIM PAINTED TYPICAL A-401 NEW WINDOW DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 3 1 221 - NEW WINDOW TYPE A ELEVATION Scale: 1/4" = 1'-0"A 221 - NEW WINDOW TYPE B ELEVATION Scale: 1/4" = 1'-0"B 221 - NEW WINDOW TYPE C ELEVATION Scale: 1/4" = 1'-0"C 221 - NEW WINDOW TYPE D ELEVATION Scale: 1/4" = 1'-0"D 4 2 221 - NEW WINDOW TYPE E ELEVATION Scale: 1/4" = 1'-0"E 5 1/8"5'-0 3/8"R.O.2'-5 3/4" +/-VERIFY IN FIELDR.O.4'-0" +/- EXIST M.O. 3'-4 1/2" 4'-0" +/- EXIST M.O. 3'-4 1/2" UNIT MEETS EGRESS REQUIREMENTS FOR IRC CODE. STATE AND LOCAL CODES MAY DIFFER. ALWAYS REFER TO LOCAL BUILDING CODES FOR COMPLETE REQUIREMENTS. CHECK WITH LOCAL OFFICIALS TO ENSURE COMPLIANCE BEFORE INSTALLING THE UNIT. GLASS NOTES: CL. 1: INSULATED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS CL. 2: INSULATED TEMPERED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS. WINDOW NOTES: 1. PROVIDE DIAMOND 8101 DOUBLE HUNG ALUMINUM FRAME WINDOWS AS SPECIFIED OR EQUAL AS APPROVED BY ARCHITECT. INSTALL WINDOWS PER MANUFACTURER RECOMMENDATIONS. 2. DIMENSIONS PROVIDED INDICATE THE FRAME DIMENSIONS OF PROPOSED WINDOWS. 3. VERIFY EXISTING FRAMING ROUGH OPENINGS PRIOR TO ORDERING OF WINDOWS. INCLUDING HEIGHT AND RADIUS OF ROUND WINDOWS. GC TO COORDINATE FRAMING REQUIREMENTS. 4. INSTALL WINDOWS WITH ALUMINUM SILL PAN FLASHING. INCREASE INDICATED ROUGH OPENING HEIGHTS AS REQUIRED TO ACCOMMODATE FLASHING REQUIREMENTS WITH WALL FRAMING. 5. EXTERIOR COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S TO REVIEW WITH LOCAL HISTORICAL DISTRICT. 6. INTERIOR COLOR: PAINTED TO MATCH ARCHITECT'S SAMPLE. 7. GLASS: 1/2" CLEAR, LOW "E" INSULATED GLASS, ARGON FILLED; U FACTOR= MAXIMUM. 26 FOR FIXED WINDOWS, MAXIMUM .30 FOR VENTING WINDOWS. 8. PROVIDE FACTORY WEATHERSTRIPPING COMPLETELY AROUND SASH AND FRAME FOR COMPLETE SEAL. BACKER RODS AND SEALANT AROUND FRAMES. 9. INTERIOR HALF FIRBERGLASS SCREENS INSIDE. FRAME FINISH TO BE DETERMINED BY ARCHITECT. 10. HARDWARE FINISH: TO BE DETERMINED BY ARCHITECT FROM RANGE OF MANUFACTURER'S OPTIONAL FINISH. 11. PROVIDE SAFETY GLASS PERBUILDING CODE. 12. CONTRACTOR TO SEE BUILDING ELEVATIONS AND DETAILS FOR ELEVATIONS AND ALIGNMENTS. 13. FIXED TRANSOM WINDOW WINDOW WIDTHS TO MATCH DOOR WIDTHS WINDOW. NOTES: . ALL WINDOW PROFILES & DETAILS TO BE APPROVED BY HISTORIC AHJ PRIOR TO RELEASING FRABICATION. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL (TYP.) . REFER TO EXTERIOR ELEVATIONS FOR PAINT SCHEDULE RETAIN, REPAIR EXIST STONE FOUNDATION TYPICAL NEW FLOOR ASSEMBLY REFER TO DWG A502 RETAIN, REPAIR EXIST STONE FOUNDATION TYPICAL NEW P.T. 2X6 BLOCKING AS REQUIRED MEMBRANE COUNTER FLASHING NEW GRANITE THRESHOLD TRANSITION TO EXISTING CONCRETE WALKWAY NEW METAL PAN FLASHING SET IN SEALANT BED EXTENDED TO BACK OF DOOR RECESS NEW PEMKO ALUMINUM ADA THERMAL BREAK THERSHOLD NEW FINISH FLOOR REFER TO DWG A502 NEW CEDAR DOOR FRAME PAINTED TYPICAL NEW (3) 2X8 HEADER NEW 2X6 @ 16" O.C. WITH R-20 CLOSED CELL SPRAY FOAM INSULATION W/ 5/8" ZIP SYSTEM EXT. SHEATHING TYPICAL NEW 5/8" MDO PANEL PAINTED TYPICAL NEW METAL COUNTER FLASHING PAINTED NEW 3/4"X5 1/2" CEDAR TRIM PAINTED TYPICAL NEW BACKER ROD AND PAINTABLE CAULKING TYPICAL NEW BULLNOSE TRIM TO MATCH EXISTING PAINTED WITH PAINTABLE SEALANT TYPICAL EXISTING GRANITE LINTEL TYPICAL EXISTING MASONRY TYPICAL NEW DIAMON 8101 ALUMINUM FRAME FIXED TRANSOM PAINTED TYPICAL NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 3/4"X5 1/2" CEDAR TRIM PAINTED TYPICAL NEW FINISH FLOOR REFER TO DWG A502 NEW 3 5/8" @ 16" O.C. METAL STUDS WITH R-20 CLOSED CELL SPRAY FOAM INSULATION NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED NEW 3/4" WOOD TRIM PAINTED NEW 5/8" GWB TYPE X PAINTED NEW BULLNOSE TRIM TO MATCH EXISTING PAINTED WITH PAINTABLE SEALANT TYPICAL EXISTING MASONRY WALL NEW 3/4"X5 1/2" CEDAR TRIM PAINTED TYPICAL NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED TYPICAL NEW 5/8" GWB TYPE X RETURN TYPICAL NEW 3 5/8" @ 16" O.C. METAL STUDS WITH R-20 CLOSED CELL SPRAY FOAM INSULATION NEW P.T. 2X8 BLOCKING TYPICAL NEW DIAMON 8101 ALUMINUM FRAME FIXED TRANSOM PAINTED TYPICAL NEW BULLNOSE TRIM TO MATCH EXISTING PAINTED WITH PAINTABLE SEALANT TYPICAL EXISTING MASONRY WALL NEW JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL J2303 PAINTED TYPICAL NEW 5/8" GWB TYPE X RETURN TYPICAL NEW 3 5/8" @ 16" O.C. METAL STUDS WITH R-20 CLOSED CELL SPRAY FOAM INSULATION NEW P.T. 2X8 BLOCKING TYPICAL NEW 3/4"X5 1/2" CEDAR TRIM PAINTED TYPICAL NEW DIAMON WIN. & DR CUSTOM INSULATED ALUMINUM STILE & RAIL DOOR WITH RAISED PANEL DOOR PAINTED TYPICAL NEW DIAMON WIN. & DR CUSTOM INSULATED ALUMINUM STILE & RAIL DOOR WITH RAISED PANEL DOOR PAINTED TYPICAL 4 1/4"4 1/4"Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-402 NEW SOUTH ENTRY DOOR AND TRANSOM DETAIL221 - NEW ENTRY DOOR DETAIL Scale: 1" = 1'-0"1 221 - NEW TRANSOM OVER DOOR DETAIL Scale: 1" = 1'-0"2 221 - NEW RESIDENCE ENTRY DOOR SECTION Scale: 1" = 1'-0"3 221- NEW RESIDENCE ENTRY DOOR ELEVATION Scale: 1/4" = 1'-0"A 1 3 2 221 - NEW STOREFRONT DETAIL Scale: 1" = 1'-0"3 221 - NEW STOREFRONT DETAIL Scale: 1" = 1'-0"22'-10 1/2"5"6'-11 1/2"1 3/8"2'-1 1/4"2'-10 1/2"5"2 1/2"2 1/2"1'-3 5/8"4"7'-6"221 - NEW STOREFRONT DETAIL Scale: 1" = 1'-0"1 A UNIT MEETS EGRESS REQUIREMENTS FOR IRC CODE. STATE AND LOCAL CODES MAY DIFFER. ALWAYS REFER TO LOCAL BUILDING CODES FOR COMPLETE REQUIREMENTS. CHECK WITH LOCAL OFFICIALS TO ENSURE COMPLIANCE BEFORE INSTALLING THE UNIT. GLASS NOTES: CL. 1: INSULATED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS CL. 2: INSULATED TEMPERED CLEARGLASS WITH LOW E COATING EC ARGON GLAZING SHALL MEET INTERNATIONAL ENERGY CODE 2015 - REQUIREMENTS. WINDOW NOTES: 1. PROVIDE PELLA RESERVE, TRADITIONAL WOOD, NON-STANDARD SIZE DOUBLE HUNG AS SPECIFIED BY ARCHITECT. INSTALL WINDOWS PER MANUFACTURER RECOMMENDATIONS. 2. DIMENSIONS PROVIDED INDICATE THE FRAME DIMENSIONS OF PROPOSED WINDOWS. 3. VERIFY EXISTING FRAMING ROUGH OPENINGS PRIOR TO ORDERING OF WINDOWS. INCLUDING HEIGHT AND RADIUS OF ROUND WINDOWS. GC TO COORDINATE FRAMING REQUIREMENTS. 4. INSTALL WINDOWS WITH ALUMINUM SILL PAN FLASHING. INCREASE INDICATED ROUGH OPENING HEIGHTS AS REQUIRED TO ACCOMMODATE FLASHING REQUIREMENTS WITH WALL FRAMING. 5. EXTERIOR COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S TO REVIEW WITH LOCAL HISTORICAL DISTRICT. 6. INTERIOR COLOR: PAINTED TO MATCH ARCHITECT'S SAMPLE. 7. GLASS: 1/2" CLEAR, LOW "E" INSULATED GLASS, ARGON FILLED; U FACTOR= .29 SHGC 0.25 8. NO CUSTOM GRILLE, 7/8", TRADITIONAL, PUTTY GLAZE, OGEE. 8. PROVIDE FACTORY WEATHERSTRIPPING COMPLETELY AROUND SASH AND FRAME FOR COMPLETE SEAL. BACKER RODS AND SEALANT AROUND FRAMES. 9. HALF FIRBERGLASS SCREEN. STANDARD ENDURACLAD, WHITE 10. HARDWARE FINISH: CAM-ACTION LOCK, WHITE, WITH WINDOW CONTROL DEVICE PER CODE. 11. PROVIDE SAFETY GLASS PERBUILDING CODE. 12. CONTRACTOR TO SEE BUILDING ELEVATIONS AND DETAILS FOR ELEVATIONS AND ALIGNMENTS. NOTES: . ALL WINDOW PROFILES & DETAILS TO BE APPROVED BY HISTORIC AHJ PRIOR TO RELEASING FRABICATION. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL (TYP.) . REFER TO EXTERIOR ELEVATIONS FOR PAINT SCHEDULE NEW CUSTOM STILES & RAILS MAHOGANY CUSTOM DOOR W/ RECESSED PANELS & GLASS, PAINTED BLACK (TYP.) NEW 5/8" MDO SOLID PANEL RECESSED PAINTED, PNT-3E (TYP.) NEW 3/4" X 5 1/2" CEDAR TRIM SURROUND PRIMED PAINTED, PNT-3E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS,PNT-3E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS,PNT-3E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS,PNT-3E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS,PNT-3E (TYP.) EXTERIOR WOOD NOTE: 5/8" GWB PANEL OVER 2x6 @16 O.C. WOOD STUDS. R20 CLOSED CELL SPRAY FOAM INSULATION. 5/8" ZIP SYSTEM EXISTING SHEATING.2'-2 3/8"EXISTING CONCRETE FOUNDATION TO REMAIN (TYP.) NEW 3/4" x 2 1/2" CEDAR TRIM SURROUND TO BE PRIMED & PAINTED, PNT-3E (TYP.) PELLA RESERVE TRADITIONAL FIXED SASH SET PAINTED PNT-3E NEW 3/4"x2 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS,PNT-3E (TYP.) RETAIN, REPAIR, PAINT CAST IRON ORNAMENTAL COLUMN COVER (TYP.) NEW 3/4"x5 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) NEW P.T. 2x6 BLOCKING WINDOW HEAD NEW 5/8" EXT. PLYWOOD SHEATHING OVER NEW (2) 2x6 HEADER (TYP.) NEW HISTORICAL CEDAR WINDOW SILL PROFILE NEW BACKER ROD & CAULKING EXISTING CONCRETE FOUNDATION TO REMAIN (TYP.) NEW P.T. 2x8 WOOD BLOCKING NEW 5/8" GWB PAINTED NEW 3/4" WOOD EXTENSION JAMB PAINTED NEW 3/4" WOOD EXTENSION JAMB PAINTED NEW CLOSED CELL SPRAY FOAM @ SHIM (TYP.) NEW BROSCO 1274 STOOL CAP & APRON PAINTED, (TYP.) BROSCO PINE MOULDING PATTERNS APRON: 8642 5/8"x3 1/2" BROSCO PINE MOULDING PATTERNS STOOL CAP: 1274 (6 9/16" WALL) 11/16"x5 3/16" PELLA RESERVE TRADITIONAL FIXED SASH SET PAINTED PNT-3E NEW PEMKO THERMAL BARRIER THRESHOLD (ADA) NEW 5/8" MDO SOLID PANEL RECESSED PAINTED, PNT-3E (TYP.) NEW 3/4" X 5 1/2" CEDAR TRIM SURROUND PRIMED PAINTED, PNT-3E (TYP.) NEW 3/4" x 2 1/2" CEDAR TRIM SURROUND TO BE PRIMED & PAINTED, PNT-3E (TYP.) NEW HISTORICAL CEDAR WINDOW SILL PROFILE NEW BACKER ROD & CAULKING NEW P.T. 2x8 WOOD BLOCKING NEW 5/8" GWB PAINTED NEW 3/4" WOOD EXTENSION JAMB PAINTED NEW 3/4"x2 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) RETAIN, REPAIR, PAINT AND CAULK EXISTING CAST IRON COLUMNS,PNT-3E (TYP.) RETAIN, REPAIR, PAINT CAST IRON ORNAMENTAL COLUMN COVER (TYP.) NEW P.T. 2x6 BLOCKING WINDOW HEAD NEW 5/8" EXT. PLYWOOD SHEATHING OVER NEW (2) 2x6 HEADER (TYP.) NEW 3/4"x5 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) 8 7/8" (V.I.F.) 7'-7 5/8" (V.I.F.) 1'-1 1/2" (V.I.F.) 11'-4 3/8" (V.I.F.) 9 1/8" (V.I.F.) 7'-6 3/4" (V.I.F.) 1'-1 1/2" (V.I.F.)8 1/4"(V.I.F.)2'-6 3/8"(V.I.F.)5'-9 1/2" (V.I.F.)1'-1 1/2"(V.I.F.)2'-9"(V.I.F.)5"(V.I.F.)5" (V.I.F.) 2' - 9 " ( V .I.F.) 5 " ( V .I.F.) 5" (V.I.F.) NEW CUSTOM STILES & RAILS MAHOGANY CUSTOM DOOR W/ RECESSED PANELS & GLASS, PAINTED BLACK (TYP.) PELLA RESERVE TRADITIONAL FIXED SASH SET PAINTED PNT-3E PELLA RESERVE TRADITIONAL FIXED SASH SET PAINTED PNT-3E PELLA RESERVE TRADITIONAL FIXED SASH SET PAINTED PNT-3E NEW 3/4" WOOD EXTENSION JAMB PAINTED NEW 3/4"x2 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) NEW P.T. 2x6 BLOCKING WINDOW HEAD NEW 3/4"x5 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) NEW P.T. 2x6 BLOCKING WINDOW HEAD NEW 3/4"x5 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) NEW 3/4"x2 1/2" CEDAR TRIM SURROUND PAINTED, PNT-3E (TYP.) NEW 3/4" WOOD EXTENSION JAMB PAINTED A-403 NEW STOREFTONT DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 221- NEW STOREFRONT ELEVATION Scale: 1/4" = 1'-0"B 2 1 3 221- NEW STOREFRONT DETAIL Scale: 1/4" = 1'-0"A A-404 ROOF BALUSTERS DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 DETAIL AT ROOF BALUSTRADE Scale: 1 1/2" = 1'-0"ADETAIL AT ROOF BALUSTRADE Scale: 1 1/2" = 1'-0"BDETAIL AT ROOF BALUSTRADE Scale: 1 1/2" = 1'-0"C NEW ALUMINUM BREAK METAL DRIP FLASHING NEW 1X7 BORAL TRIM PAINTED WHITE NEW 5/8" STRUCTURAL PLYWOOD MARINE GRADE NEW P.T. 2 x 10 WOOD STUDS SPACE @ 16" O.C. PROVIDE ADDITION FRAME AS REQUIRED NEW BORAL 1" X 11 1/4" TRIM CAP PAINTED WHITE, TYP. NEW BORAL 1" X 3 1/2" TRIM BULLNOSE PAINTED WHITE, TYP. NEW LAP MEMBRANE FLASHING. OUTER WOOD PLATE AND METAL DRIP FLASHING PAINTED WHITE, TYP. NEW AZEK AZM.6937 CROWN PAINTED WHITE, TYP. NEW BORAL 1" X 5 1/2" TRIM PAINTED WHITE, TYP. NEW AZEK AZM.217 BAND MOULDING SURROUND PAINTED WHITE, TYP. NEW 5/8" MDO PANEL PAINTED WHITE, TYP. NEW LAP MEMBRANE FLASHING OVER NEW FIRESTONE RUBBER GUARD EPDM ROOF, TYP. NEW BORAL 1" X 5 1/2" TRIM PAINTED WHITE, TYP. EXISTING ROOF STRUCTURE TO REMAIN NEW BORAL 1" X 11 1/4" TRIM CAP PAINTED WHITE, TYP. NEW BORAL 1" X 3 1/2" TRIM BULLNOSE PAINTED WHITE, TYP. NEW LAP MEMBRANE FLASHING. OUTER WOOD PLATE AND METAL DRIP FLASHING PAINTED WHITE, TYP. NEW AZEK AZM.6937 CROWN PAINTED WHITE, TYP. NEW BORAL 1" X 5 1/2" TRIM PAINTED WHITE, TYP. NEW AZEK AZM.217 BAND MOULDING SURROUND PAINTED WHITE, TYP. NEW 5/8" MDO PANEL PAINTED WHITE, TYP. NEW LAP MEMBRANE FLASHING OVER NEW FIRESTONE RUBBER GUARD EPDM ROOF, TYP. NEW BORAL 1" X 5 1/2" TRIM PAINTED WHITE, TYP. NEW FIRESTONE RUBBER GUARD EPDM ROOFING .06" THICK, TYP. RETAIN, REPAIR, PAINT EXISTING WOOD CORNICE TYP. 3'-0"1"NEW FIRESTONE RUBBER GUARD EPDM ROOFING .06" THICK, TYP. RETAIN, REPAIR, PAINT EXISTING WOOD CORNICE TYP. 1 3/4"5 1/2"1'-10 1/2"3 1/2"2 3/4"3'-1 1/4"3'-0"1"3'-1 1/4"1 3/4"5 1/2"1'-10 1/2"3 1/2"2 3/4"3'-0"2 3/4"INTEX NAUTILUS RS20-700 PVC TOP & BOTTOM RAILS SYSTEM PAINTED, TYP. INTEX NAUTILUS RS20-700 PVC RAIL SYSTEM WITH BAL35T1-36 PAINTED TYP.2'-9 1/4"CONTRACTOR TO VERIFY EXISTING CURB LOCATION & HEIGHT FOR BALUSTER ATTACHMENT. CONTRACTOR TO COORDINATE REQUIREMENTS WITH STRUCTURAL ENGINEER EXISTING ROOF STRUCTURE TO REMAIN CONTRACTOR TO VERIFY EXISTING CURB LOCATION & HEIGHT FOR BALUSTER ATTACHMENT. CONTRACTOR TO COORDINATE REQUIREMENTS WITH STRUCTURAL ENGINEER NEW BLOCKING AS REQUIRED NOTE: CONTRACTOR TO FULLY SEAL & TO PROVIDE FLASHING AT ALL ROOF MEMBRANE PENETRATIONS (TYP.) NEW P.T. 2X6 KICKER SPACE @ 16" O.C. NEW 5/8" STRUCTURAL PLYWOOD MARINE GRADE NEW FIRESTONE RUBBER GUARD EPDM ROOFING .06" THICK TYPICAL 2'-0"NEW ALUMINUM BREAK METAL DRIP FLASHING NEW 1X7 BORAL TRIM PAINTED WHITE NEW 5/8" STRUCTURAL PLYWOOD MARINE GRADE NEW P.T. 2 x 6 WOOD STUDS SPACE @ 16" O.C. PROVIDE ADDITION FRAME AS REQUIRED NEW BLOCKING AS REQUIRED NEW P.T. 2X6 KICKER SPACE @ 16" O.C. NEW 5/8" STRUCTURAL PLYWOOD MARINE GRADE NEW FIRESTONE RUBBER GUARD EPDM ROOFING .06" THICK TYPICAL 2'-0"45.00°45.00° 2'-0"2'-0" NEW PARAPET KICKER BEYOND WITH FIRESTONE RUBBER GUARD EPDM ROOFING .06" THICK BEYOND TYPICAL PLAN DETAIL @ ROOF BALUSTRADE Scale: 1/2" = 1'-0"1 ELEVATION DETAIL @ ROOF BALUSTRADE Scale: 1/2" = 1'-0"2 3'-0"2'-9"7'-2 3/8" +/- V.I.F. 3'-8"8'-4 1/2"+/- V.I.F. 3'-8"7'-2 3/8"+/- V.I.F. 2'-9"3'-0" 1 7/8"1 7/8"11 1/8"1 7/8"5 1/2"1 7/8"1'-10"1'-10"1'-10"1'-10"2"2"10 5/8"2"3 3/4"5"2"2"2"1 7/8"10 5/8"2"5"1'-4"V.I.F.2"6"6"6"3 3/4"10 5/8"NEW BORAL TRIMS 1"X11 1/4" WITH 1"X3" NOSING PAINTED TYPICAL NEW BORAL TRIMS 1"X11 1/4" WITH 1"X3" NOSING PAINTED TYPICAL NEW BORAL TRIMS 1"X11 1/4" WITH 1"X3" NOSING PAINTED TYPICAL NEW INTEX NAUTILUS RS20-700 TOP AND BOTTOM RAILS WITH BAL35T1-36 BALUSTERS PAINTED TYPICAL NEW INTEX NAUTILUS RS20-700 TOP AND BOTTOM RAILS WITH BAL35T1-36 BALUSTERS PAINTED TYPICAL NEW FIRESTONE RUBBER GUARD EPDM CRICKETS TYPICAL NEW FIRESTONE RUBBER GUARD EPDM CRICKETS TYPICAL NEW FIRESTONE RUBBER GUARD EPDM ROOFING TYPICAL 1 3/4"3'-1 1/4"1'-10 1/2"3 1/2"4"5 1/2"2'-7 1/2"2'-4 3/4" 3 1/2" 3 1/2" 2'-11 3/4" NEW BORAL 1" X 3 1/2" TRIM BULLNOSE PAINTED WHITE, TYP. NEW AZEK AZM.6937 CROWN PAINTED WHITE, TYP. NEW BORAL 1" X 5 1/2" TRIM PAINTED WHITE, TYP. 6 1/2"6 1/2" NEW 5/8" MDO PANEL PAINTED WHITE, TYP.2'-9 1/4"INTEX NAUTILUS RS20-700 PVC TOP & BOTTOM RAILS SYSTEM PAINTED, TYP. INTEX NAUTILUS RS20-700 PVC RAIL SYSTEM WITH BAL35T1-36 PAINTED TYP. 3'-0 3/4" 3'-8 1/4" 3 3/4"3 3/4" ABC NEW BORAL 1" X 3 1/2" TRIM BULLNOSE PAINTED WHITE, TYP. NEW BORAL 1" X 5 1/2" TRIM PAINTED WHITE, TYP. NEW AZEK AZM.217 BAND MOULDING SURROUND PAINTED WHITE, TYP. NEW AZEK AZM.6937 CROWN PAINTED WHITE, TYP. NOTE: ALL TRIM TO BE PAINTED PNT-4E NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO RELEASING PUCHASE. CONTRACTOR TO INSTALL MOCK-UP OF RAILING FOR OWNER & ARCHITECT APPROVAL PRIOR TO FABRICATION NOTE: ALL TRIM TO BE PAINTED PNT-4E 3'-2"2'-0"2'-0"2'-0"2'-0"NEW PARAPET KICKER BELOW TYPICAL A-405 EXTERIOR DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 SLOPE ROOF DETAIL @ NEW PARAPET -221 Scale: 1 1/2" = 1'-0"3ROOF DETAIL @ ELEVATOR Scale: 1 1/2" = 1'-0"2ROOF DETAIL @ ELEVATOR Scale: 1 1/2" = 1'-0"1 ROOF DETAIL Scale: 1 1/2" = 1'-0"9ROOF DETAIL @ EXTERIOR DOOR THRESHOLD Scale: 1 1/2" = 1'-0"8 ROOF DETAIL @ NEW COPING COVER Scale: 1 1/2" = 1'-0"4 ROOF DETAIL @ EXTERIOR WALL Scale: 1 1/2" = 1'-0"6ROOF DETAIL @ EXTERIOR DR HEAD Scale: 1 1/2" = 1'-0"5 ROOF DETAIL @ NEW THR WALL FLASHING Scale: 1 1/2" = 1'-0"7 NEW LAP MEMBRANE FLASHING OVER COPPER FASCIA (TYP.) NEW FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW R.49 CLOSED CELL SPRAY FOAM INSULATION NEW 2-HOUR FIRE RATED CEILING ASSEMBLY (SEE ARCHITECTURAL DRAWING A-502) NEW ELEVATOR SHAFT WALL (REFER TO STRUCTURAL ENGINEER DRAWINGS) NEW P.T. 2 x 6 WOOD BLOCKING AS REQUIRED (TYP.) NEW COPPER FASCIA WITH COPPER CONTINUOUS DRIP EDGE (TYP.) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW LAP MEMBRANE FLASHING (TYP.) NEW BREAK METAL FASCIA WITH METAL CONTINUOUS DRIP EDGE PAINTED CLASSIC BRONZE NEW P.T. 2 x 6 WOOD BLOCKING AS REQUIRED (TYP.) NEW ATAS METAL EDGE FLASHING ASSEMBLY PAINTED CLASSIC BRONZE NEW ATAS VERSA-LOCK METAL -- 16" x 36" PAINTED CLASSIC BRONZE NEW 5/8" DENSE GLASS FIRE GUARD OVER 1/2" ADVANTECH SHEATHING ZIP SYSTEM NEW ATAS BASE TRIM PAINTED CLASSIC BRONZE NEW CONTINUOUS CAULKING COLOR TO MATCH DOOR FRAME NEW 90MIN RATED DOOR AND FRAME ASSEMBLY PAINTED CLASSIC BRONZE NEW 5/8" ADVANTECH SHEATHING ZIP SYSTEM NEW R.49 CLOSED CELL SPRAY FOAM INSULATION NEW 2-HOUR FIRE RATED CEILING ASSEMBLY (SEE ARCHITECTURAL DRAWING A-502) NEW 2-HOUR FIRE RATED WALL ASSEMBLY NEW R-20 CLOSED CELL SPRAY FOAM INSULATION (TYP.) NEW LAP MEMBRANE FLASHING OVER COPPER FASCIA (TYP.) NEW (2) P.T. 2 x 12 WOOD BLOCKING AS REQUIRED (TYP.) NEW R.49 CLOSED CELL SPRAY FOAM INSULATION NEW COPPER FASCIA WITH COPPER CONTINUOUS DRIP EDGE EXISTING MASONRY WALL TO REMAIN (TYP.) NEW 2-HOUR FIRE RATED CEILING ASSEMBLY (SEE ARCHITECTURAL DRAWING A-502) NEW P.T. (2) 2 x 12 WOOD BLOCKING AS REQUIRED (TYP.)5 1/4"NEW COPPER COPING COVER WITH COPPER EDGE DRIP (TYP.) REPAIR, PREPARE EXISTING MASONRY WALL TO RECEIVE NEW EPDM MEMBRANE ROOFING. NEW ATAS VERSA-LOCK METAL 16" x 36" PAINTED DARK BRONZE NEW 5/8" DENSE GLASS FIRE GUARD OVER 1/2" ADVANTECH SHEATHING ZIP SYSTEM NEW ATAS BASE TRIM PAINTED CLASSIC BRONZE NEW INSULATED METAL DOOR PAINTED CLASSIC BRONZE (REFER TO DOOR SCHEDULE) NEW BRAKE METAL PAN FLASHING SET IN SEALANT BED EXTENDED TO BACK OF DOOR RECESS AND TRIM NEW PRESSURE TREATED 2" x 8" @ 16" O.C. LANDING (TYPICAL) NEW OWENS CORNING FORMULAR XPS INSULATION TAPERED NEW ADA ALUMINUM THERMAL BREAK THERSHOLD NEW 2-HOUR FIRE RATED ASSEMBLY (SEE ARCHITECTURAL DRAWING A-502) NEW 2-HOUR FIRE RATED STAIR SHAFT ASSEMBLY4 5/8"NEW COPPER APRON NEW LAP MEMBRANE FLASHING OVER COPPER APRON NEW COPPER GUTTER TO MATCH EXISTING WITH BRASS HANGER NEW 5/8" EXTERIOR PLYWOOD SHEATHING OVER P.T. 2 x 6 @ 16" O.C. PARAPET EXISTING ROOF STRUCTURE TO REMAIN (TYP.) EXISTING MASONRY TO REMAIN (TYP.) SAW CUT 1/8" x 1/2" GROVE IN EXISTING MASONRY NEW COPPER MASONRY REGLET NEW LAP MEMBRANE FLASHING OVER NEW COPPER BASE FLASHING NEW OWENS CORNING FORMULAR XPS INSULATION TAPERED EXISTING ROOF ASSEMBLIES TO REMAIN (TYP.) NEW RIGID FOAM R-10 INSULATION (REFER TO SPECS) NEW LAP MEMBRANE FLASHING OVER COPPER FASCIA (TYP.) NEW COPPER FASCIA WITH COPPER CONTINUOUS DRIP EDGE NEW 5/8" ADVANTECH SHEATHING ZIP SYSTEM NEW R.49 CLOSED CELL SPRAY FOAM INSULATION NEW 2-HOUR FIRE RATED CEILING ASSEMBLY (4) LAYERS 5/8" GWB TYPE X NEW 2-HOUR FIRE RATED WALL ASSEMBLY (2) LAYERS 5/8" GWB TYPE X NEW R-20 CLOSED CELL SPRAY FOAM INSULATION (TYP.) NEW WALL CAVITY TO BE FILLED WITH 3 1/2" MINERAL WOOL INSULATION (TYP.)V.I.F.NEW CMU ELEVATOR SHAFT WALL NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW WALL CAVITY TO BE FILLED WITH 3 1/2" MINERAL WOOL INSULATION (TYP.) NEW CMU ELEVATOR SHAFT WALL NEW BREAK METAL FASCIA WITH METAL CONTINUOUS DRIP EDGE PAINTED CLASSIC BRONZE EXISTING CORNICE TO BE CLEANED, REPAIRED AND PAINTED (TYP.) SLOPE 1'-7"NOTE: CONTRACTOR TO PROVIDE STAMPED SHOP DRAWINGS FOR NEW PARAPET FRAMING AND ATTACHMENTS V.I.F.CONTRACTOR TO PROVIDE CANT AT PARAPET PERIMETER (TYP.) CONTRACTOR TO PROVIDE CANT AT PARAPET PERIMETER (TYP.) CONTRACTOR TO PROVIDE CANT AT PARAPET PERIMETER (TYP.) NEW RIGID FOAM R-10 INSULATION (REFER TO SPECS) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.) NEW 5/4" X 6" PRESSURE TREATED DECKING, PAINTED V.I.F.NEW 0.60 FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.)V.I.F.NEW R-20 CLOSED CELL SPRAY FOAM INSULATION (TYP.) NEW 2-HOUR FIRE RATED WALL ASSEMBLY (2) LAYERS 5/8" GWB TYPE X ALL INTERIOR FINISHES FOR "VERIZON ROOM" TO BE VERIFIED WITH OWNER (TYPICAL) A-406 EXTERIOR DETAILS Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ROOF MECHANICAL @ CURB DETAIL Scale: 1 1/2" = 1'-0"3ROOF PIPE PENETRATION DETAIL Scale: 1 1/2" = 1'-0"2ELECTRICAL CABLE DETAIL Scale: 1 1/2" = 1'-0"1 ROOF HATCH Scale: 1 1/2" = 1'-0"7 TYPICAL ROOF PENETRATION DETAIL Scale: 1 1/2" = 1'-0"4 ROOF DRAIN DETAIL Scale: 1 1/2" = 1'-0"5 LAP SEALANT STAINLESS STEEL CLAMPING RING PRE-MOLDED PIPE SEAL SEAM EDGE TREATMENT, PER MFR 5/8" ROOF SHEATHING FULLY ADHERED EPDM ROOFING OVER RIGID INSULATION ROOF FLASHING WATER BLOCK MASTIC STAINLESS STEEL BAND CAMP FULLY WELDED STRUCTURAL OR MECHANICAL COMPONENT FULLY ADHERED EPDM ROOFING OVER RIGID INSULATION ROOF-TOP UNIT FLANGE SET IN SEALANT METAL COUNTERFLASHING SET IN SEALANT PERFORMED METAL CURB ROOF FLASHING WATERBLOCK MASTIC FULLY ADHERED EPDM ROOFING OVER RIGID INSULATION SLOTTED DOME ROOF DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION CLAMPING RING WATER BLOCK MASTIC ROOF SUMP TAPERED RIGID INSUL (TAPER AT DRAIN INSUL (TAPER AT DRAIN SHALL BE 6" VERT IN 12" HORIZ OR LESS) FULLY ADHERED EPDM ROOFING OVER RIGID INSULATION WALKWAY PAD SPLICE TAPE WALKWAY PAD SPLICE TAPESLOPE(PARALEL W/ SPLICE TAPE)EXTERIOR GRADE CONDUIT FILL ALL VOIDS STAINLESS STEEL CLAMPING RING PRE-MOLDED PIPE SEAL WATER BLOCK MASTIC ROOF STRUCTURE, REFER TO STRUCTURAL DRAWINGS FULLY ADHERED EPDM ROOFING OVER RIGID INSULATION 5/8" ROOF SHEATHING WALKWAY PAD DETAIL Scale: 1 1/2" = 1'-0"6 3'-0"7 3/8"1'-0"COVER GASKET (ALL AROUND) SPRING LATCH WITH INSIDE-OUTSIDE HANDLES & PADLOCK HASP COVER LINER RED VINYL GRIP CURB WITH INTEGRAL CAPFLASHING & CLIP COMBINATION LOCK STRIKE & PADLOCK HASP LIFTING MECHANISM HOUSING 1" RIGID FIBERBOARD INSULATION AROUND OUTSIDE OF CURB70° HINGE 1" FIBERGLASS INSULATION THROUGHOUT COVER8" MIN8" MINROOF STRUCTURE, REFER TO STRUCTURAL DRAWINGS 5/8" ROOF SHEATHING FIRE TREATED BLOCKING TO MATCH INSULATION THICKNESS 5/8" ROOF SHEATHING ROOF STRUCTURE, REFER TO STRUCTURAL DRAWINGS 5/8" ROOF SHEATHING NOTE: CLAMPING RING MUST PROVIDE CONSTANT COMPRESSION ON WATER CUTOFF MASTIC. ROOF MEMBRANE TO EXTEND MIN. OF 1/2" FROM CLAPING RING TOWARD DRAIN FULLY ADHERED EPDM ROOFING OVER RIGID INSULATION 5/8" ROOF SHEATHING NOTE: CONTRACTOR TO INSTALL FIRESTONE QUICKSEAM WALKWAY PAD OR APPROVED EQUAL EXTERIOR DETAILS GENERAL NOTES 1. SEE A-502 FOR TYPICAL ROOF ASSEMBLIES 2. CONTRACTOR TO PROVIDE SUBSTRATE FOR EPDM MEMBRANE ADHESION AS PER MANUFACTURER SPECIFICATIONS 3. SEE EXTERIOR ELEVATIONS FOR WALL FINISHES 4. TAPERED ROOF INSULATION TO BE OWENS CORNING FORMULAR XPS OR APPROVED EQUAL 5. ROOFING MEMBRANE TO BE ALIGNED AND MECHANICALLY ATTACHED AS PER MANUFACTURER SPECIFICATIONS 6. CONTRACTOR TO VERIFY ALL "VERIZON ROOM" TENANT REQUIREMENTS WITH OWNER PRIOR TO COMMENCING ANY ASSOCIATED WORK 7. CONTRACTOR TO COORDINATE ALL ROOF PENETRATION LOCATIONS AND VERIFY BRACING REQUIREMENTS WITH STRUCTURAL ENGINEER 8. SEE A-117 FOR ROOF DRAIN & CRICKET LOCATIONS CONTRACTOR TO PROVIDE CONTINUOUS FLASHING AT ROOF HATCH CURB (TYP.) NOTE: CONTRACTOR TO PROVIDE SUBMITTAL ANF SHOP DRAWINGS (INCLUDING STRUCTURAL CONNECTIONS) FOR ROOF ACCESS HATCH PRIOR TO CONSTRUCTION AUTOMATIC HOLD OPEN ARM & COVER RELEASE CONTRACTOR TO PROVIDE 42" RAILING AROUND HATCH OPENING INSIDE SHAFT PROVIDED: 2 HOUR (DESIGN NO. U 905) REQUIRED: 2 HOUR RATING UNDERSIDE OF DECK FINISHED CEILING, REFER TO REFLECTED CEILING PLANS REFER TO STRUCTURAL DRAWINGS FOR LATERAL BRACING 8" CMU WALL TO UNDERSIDE OF DECK COMPRESSIBLE FILLER AND JOINT SEALER OUTSIDE OF ELEVATOR SHAFT INSIDE SHAFT PROVIDED: 3 HOUR (DESIGN NO. U 914) REQUIRED: 2 HOUR RATING UNDERSIDE OF DECK FINISHED CEILING, REFER TO REFLECTED CEILING PLANS REFER TO STRUCTURAL DRAWINGS FOR LATERAL BRACING 8" CMU WALL TO UNDERSIDE OF DECK 5/8" GWB TYPE X TO UNDERSIDE OF DECK 7/8" RESILIENT CHANNEL @ 24" O.C. STARTING APPROXIMATELY 3" ABOVE FLOOR AND 3" BELOW CEILING COMPRESSIBLE FILLER AND JOINT SEALER OUTSIDE OF ELEVATOR SHAFT PARTITION TYPE #1 (ELEVATOR SHAFT) Scale: 1 1/2" = 1'-0"1 7 5/8" PARTITION TYPE #2 (ELEVATOR SHAFT FINISHED) Scale: 1 1/2" = 1'-0"2 9 1/8" NOTE: SEE A-703 FOR ELEVATOR ADDITIONAL SHAFT DETAILS REFER TO STRUCTURAL DRAWINGS FOR FOOTING REQUIREMENTS NOTE: SEE A-703 FOR ELEVATOR ADDITIONAL SHAFT DETAILS UNDERSIDE OF DECK FULL DEPTH BATT INSULATION 2X4 FIRE TREATED BLOCKING WHERE REQUIRED (TYP.) 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK 5/8" GWB TYPE X TO UNDERSIDE OF DECK SUB FLOOR ACOUSTICAL SEALANT FINISHED CEILING (WHERE APPLICABLE) REFER TO REFLECTED CEILING PLANS PROVIDED: 1 HOUR (DESIGN NO. U 404) REQUIRED: 1 HOUR RATING PARTITION TYPE #3 (NON-LOADBEARING 1 HOUR) Scale: 1 1/2" = 1'-0"3 UNDERSIDE OF DECK FULL DEPTH BATT INSULATION 2X4 FIRE TREATED BLOCKING WHERE REQUIRED (TYP.) 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK 5/8" GWB TYPE X TO UNDERSIDE OF DECK SUB FLOOR ACOUSTICAL SEALANT FINISHED CEILING (WHERE APPLICABLE) REFER TO REFLECTED CEILING PLANS PARTITION TYPE #3a (TYPICAL NON-LOADBEARING PARTITION) Scale: 1 1/2" = 1'-0"3a 4 7/8" 3 5/8" 4 7/8" 3 5/8" NOTE: 5/8" MR GWB AT BATHROOM LOCATIONS AND 5/8" DENSHIELD TILE BACKER AT SHOWER/TILE LOCATIONS NOTE: 5/8" MR GWB AT BATHROOM LOCATIONS AND 5/8" DENSHIELD TILE BACKER AT SHOWER/TILE LOCATIONS PROVIDED: NON-RATED (SIMILAR TO U 404) REQUIRED: 0 HOUR RATING UNDERSIDE OF DECK FULL DEPTH BATT INSULATION 2X4 FIRE TREATED BLOCKING WHERE REQUIRED (TYP.) 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK (2) LAYERS 5/8" GWB TYPE X TO UNDERSIDE OF DECK SUB FLOOR ACOUSTICAL SEALANT FINISHED CEILING, REFER TO REFLECTED CEILING PLANS PARTITION TYPE #4 (NON-LOADBEARING 2 HOUR) Scale: 1 1/2" = 1'-0"4 6 1/8" 3 5/8" NOTE: 5/8" MR GWB AT BATHROOM LOCATIONS AND 5/8" DENSHIELD TILE BACKER AT SHOWER/TILE LOCATIONS PROVIDED: 2 HOUR (DESIGN NO. U 419) REQUIRED: 2 HOUR RATING ACOUSTICAL SEALANTACOUSTICAL SEALANT ACOUSTICAL SEALANT PROVIDED: 2 HOUR (DESIGN NO. UL 301) REQUIRED: 2 HOUR FINISHED CEILING, REFER TO REFLECTED CEILING PLANS UNDERSIDE OF DECK 8" 2 X 6 WOOD STUDS 16" O.C. (2) LAYERS 5/8" GWB TYPE X TO UNDERSIDE OF DECK CORRIDOR STAIRWELL ACOUSTICAL SEALANT FULL DEPTH ACOUSTIC INSULATION PARTITION TYPE #5 (WOOD FRAMED 2 HOUR) Scale: 1 1/2" = 1'-0"5 PARTITION TYPE #6 (2 HOUR AT EXISTING DEMISING) Scale: 1 1/2" = 1'-0"6 PARTITION TYPE #7 (FURR-OUT EXISTING MASONRY) Scale: 1 1/2" = 1'-0"7 PARTITION TYPE #8 (FURR-OUT AT EXISTINGEXTERIOR WALL) Scale: 1 1/2" = 1'-0"8 PARTITION TYPE #9 (TYPICAL CORRIDOR) Scale: 1 1/2" = 1'-0"9 5 1/2" SEE STRUCTURAL DRAWINGS FOR FRAMING SIZING AND SPACING SUB FLOOR UNDERSIDE OF DECK CORRIDOR SIDE (2) NEW LAYERS 5/8" GWB TYPE X TO UNDERSIDE OF DECK * SEE INTERIOR ELEVATIONS FOR WALL FINISHES EXISTING DEMISING WALL ASSEMBLY, CONTRACTOR TO VERIFY ASSEMBLY: ADJACENT TENANT PROVIDED: 2 HOUR (DESIGN NO. UL U408 SIMILAR) REQUIRED: 2 HOUR (1) LAYER GWB TYPE X BOTH SIDES (VERIFY) ACOUSTICAL SEALANT ACOUSTICAL SEALANT (4) NEW LAYERS 5/8" GWB TYPE X INSTALLED AT UNDERSIDE OF EXISTING STRUCTURE SUBFLOOR NOTE: CONTRACTOR TO RELOCATE EXISTING FIRE ALARM DEVICES AS REQUIRED IN COORDINATION WITH INSTALLATION OF ADDITIONAL WALL BOARD AT EXISTING WALLS PROVIDED: 2 HOUR (EXISTING) REQUIRED: N/A UNDERSIDE OF DECK FINISHED CEILING, REFER TO REFLECTED CEILING PLANS EXISTING MASONRY WALL TO REMAIN 5/8" GWB TYPE X TO UNDERSIDE OF DECK 7/8" RESILIENT CHANNEL @ 24" O.C. STARTING APPROXIMATELY 3" ABOVE FLOOR AND 3" BELOW CEILING 1 1/2" NOTE: 5/8" MR GWB AT BATHROOM LOCATIONS AND 5/8" DENSHIELD TILE BACKER AT SHOWER/TILE LOCATIONS PROVIDED: 2 HOUR (EXISTING) REQUIRED: N/A UNDERSIDE OF DECK FINISHED CEILING, REFER TO REFLECTED CEILING PLANS EXISTING MASONRY WALL TO REMAIN 5/8" GWB TYPE X TO UNDERSIDE OF DECK 4 1/4" NOTE: 5/8" MR GWB AT BATHROOM LOCATIONS AND 5/8" DENSHIELD TILE BACKER AT SHOWER/TILE LOCATIONS CLOSED CELL SPRAY INSULATION R-20 MINIMUM (AT ALL EXTERIOR WALLS) 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK ACOUSTICAL SEALANTACOUSTICAL SEALANT ACOUSTICAL SEALANT UNIT CORRIDOR 5 1/2" 7 1/2" UNDERSIDE OF DECK ACOUSTICAL SEALANT 1 LAYER, 5/8" GWB TYPE X UNDERSIDE OF DECK ACOUSTICAL SEALANT FULL DEPTH ACOUSTIC INSULATION PROVIDED: 1 HOUR (DESIGN NO. UL 419) REQUIRED: 1 HOUR RATING 20 GA 5 1/2" MTL STUDS 24" O.C. TO UNDERSIDE OF DECK 5/8" RESILIENT CHANNEL INSTALLED HORIZONTALLY AT 24" O.C. WITH KEENE RC ASSURANCE CLIPS OR APPROVED EQUAL FINISHED CEILING, REFER TO REFLECTED CEILING PLANS STC 56 1 LAYER, 5/8" GWB TYPE X (5/8" MR GWB AT BATHROOM LOCATIONS OR 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS) 7/16" FRT. PLYWOOD SHEATING, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS ACOUSTICAL SEALANT WALL PARTITION TYPES A-500 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 PARTITION TYPE #10 (UNIT DEMISING) Scale: 1 1/2" = 1'-0"10 PARTITION TYPE #11 (LOAD BEARING AT LOFTS) Scale: 1 1/2" = 1'-0"11 PARTITION TYPE #12 (1 HOUR CHASE) Scale: 1 1/2" = 1'-0"12 PARTITION TYPE #15 (POCKET DOORS) Scale: 1 1/2" = 1'-0"15 PARTITION TYPE #16 (TRASH ROOM) Scale: 1 1/2" = 1'-0"16 PROVIDED: 1+ HOUR (DESIGN NO. UL 341) (SIM.) REQUIRED: 1/2 HOUR RATING FINISHED CEILING, REFER TO REFLECTED CEILING PLANS 1/2" AIR GAP UNDERSIDE OF DECK 1'-0" ACOUSTICAL SEALANT STC 50+ UNIT 7/8" RESILIENT CHANNEL @ 24" O.C. STARTING APPROXIMATELY 3" ABOVE FLOOR AND 3" BELOW CEILING 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK (2) NEW LAYERS 5/8" GWB TYPE X TO UNDERSIDE OF DECK FULL DEPTH BATT INSULATION ACOUSTICAL SEALANT FINISHED CEILING, REFER TO REFLECTED CEILING PLANS UNDERSIDE OF NEW DECK / SEE STRUCTURAL PLANS FOR SPECIFICATIONS ACOUSTICAL SEALANT STC 48 6" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK NOTE: REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS FULL DEPTH BATT INSULATION 5/8" GWB TYPE X (5/8" MR GWB AT BATHROOM LOCATIONS OR 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS) ACOUSTICAL SEALANT 6" 7 1/4" PROVIDED: NON-RATED REQUIRED: 0 HOUR RATING UNDERSIDE OF DECK ACOUSTICAL SEALANT 20 GA 2 1/2" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK NOTE: REFER TO STRUCTURAL DRAWINGS FULL DEPTH BATT INSULATION ACOUSTICAL SEALANT 2 1/2" 3 3/4" PROVIDED: 1 HOUR REQUIRED: 1 HOUR RATING FINISHED CEILING, REFER TO REFLECTED CEILING PLANS SEE STRUCTURAL DRAWINGS FOR FRAMING SIZING AND SPACING UNIT 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK WATERPROOF MEMBRANE 18" A.F.F AND 12" AWAY FROM WALL 5/8" DUROCK 18" A.F.F TRASH ROOM (1) LAYER 5/8" GWB TYPE X TO UNDERSIDE OF DECK FRP UP TO 48" A.F.F. FULL DEPTH BATT INSULATION FINISHED CEILING, REFER TO REFLECTED CEILING PLANS UNDERSIDE OF DECK ACOUSTICAL SEALANT PROVIDED: 1 HOUR REQUIRED: 1 HOUR RATING PARTITION TYPE #13 (1 HOUR SHAFT) Scale: 1 1/2" = 1'-0"13 SHAFT UNIT FULL DEPTH BATT INSULATION 20 GA 3 5/8" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK PROVIDED: 1 HOUR (DESIGN NO. U 465) REQUIRED: 1 HOUR RATING UNDERSIDE OF DECK 4 7/8" 3 5/8" ACOUSTICAL SEALANT 2X4 FIRE TREATED BLOCKING WHERE REQUIRED (TYP.) FINISHED CEILING, REFER TO REFLECTED CEILING PLANS PARTITION TYPE #14 (2 HOUR SHAFT) Scale: 1 1/2" = 1'-0"14 SHAFT CONTINUOUS (2) LAYERS 5/8" GWB TYPE X (EACH SIDE) TO UNDERSIDE OF DECK PROVIDED: 2 HOUR (DESIGN NO. U 411 (SIM.)) REQUIRED: 2 HOUR RATING UNDERSIDE OF DECK ACOUSTICAL SEALANT FINISHED CEILING, REFER TO REFLECTED CEILING PLANS ACOUSTICAL SEALANT ACOUSTICAL SEALANT (1) LAYER IMPACT RESISTANT GWB TYPE X TO UNDERSIDE OF DECK (1) LAYER IMPACT RESISTANT GWB TYPE X TO UNDERSIDE OF DECK FINISHED CEILING, REFER TO REFLECTED CEILING PLANS UNDERSIDE OF NEW DECK / SEE STRUCTURAL PLANS FOR SPECIFICATIONS ACOUSTICAL SEALANT 20 GA 4" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK FULL DEPTH BATT INSULATION 5/8" GWB TYPE X ACOUSTICAL SEALANT 4" 5 1/4" 5/8" MR GWB BEDROOMBATHROOM PROVIDED: NON-RATED REQUIRED: 0 HOUR RATING PLAN 5/8" GWB TYPE X 5/8" MR GWB 20 GA 4" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK FULL DEPTH BATT INSULATION SINGLE SLIDING POCKET DOOR SYSTEM ECLISSE WWW.ECLISSEWORLD.COM POCKET DOOR SINGLE SLIDING POCKET DOOR SYSTEM, SEE MANUFACTURERS' SPECIFICATIONS & INSTALLATION REQUIREMENTS ECLISSE WWW.ECLISSEWORLD.COM 5/8" GWB TYPE X TO UNDERSIDE OF DECK (5/8" MR GWB AT BATHROOM LOCATIONS OR 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS) 5/8" GWB TYPE X TO UNDERSIDE OF DECK (5/8" MR GWB AT BATHROOM LOCATIONS OR 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS) 5/8" GWB TYPE X TO UNDERSIDE OF DECK (5/8" MR GWB AT BATHROOM LOCATIONS OR 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS) EXISTING WALL ASSEMBLY TO REMAIN FINISHED CEILING, REFER TO REFLECTED CEILING PLANS UNDERSIDE OF NEW DECK / SEE STRUCTURAL PLANS FOR SPECIFICATIONS ACOUSTICAL SEALANT 20 GA 6" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK FULL DEPTH BATT INSULATION 5/8" GWB TYPE X (5/8" MR GWB AT BATHROOM LOCATIONS OR 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS) ACOUSTICAL SEALANT 6" 7 1/4" PROVIDED: NON-RATED REQUIRED: 0 HOUR RATING PARTITION TYPE #17 (PLUMBING) Scale: 1 1/2" = 1'-0"17 5 3/8" 3 5/8" CONTRACTOR GENERAL NOTES: 1. COORDINATE BLOCKING FOR ALL RESTROOM AND KITCHEN EQUIPMENT. THIS INCLUDES INSTALLATION OF BLOCKING FOR FUTURE ADAPTABILITY FOR UNITS TO BE GROUP 1 COMPLIANT IN ACCORDANCE WITH CMR REGULATIONS. 2. COORDINATE THROUGH-PENETRATION FIRESTOPS AND SEALANT PER UL DESIGN RECOMMENATIONS TO MAINTAIN FIRE RATING AND ACCOUSTIC VALUES. 3. BRACE WALL AS REQUIRED. 4. PROVIDE CONTINUOUS RATING AT FLOOR/CEILING ASSEMBLIES AT ALL FOUR SIDES OF SHAFT ASSEMBLIES. 5. EXTEND ALL FIRE RATED PARTITIONS TO UNDERSIDE OF DECK. 6. USE 5/8" MR BATHROOM LOCATION AND 5/8" DENSHIELD TILE BACKER AT TILE/SHOWER LOCATIONS. 7. PROVIDE CONTINUOUS WATERPROOFING AT ALL EXTERIOR SHEATHING JOINTS 8. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND COORDINATE INSTALLATION REQUIREMENTS FOR ALL SLIDING/POCKET DOOR INSTALLATIONS PRIOR TO CONSTRUCTION 9. NOTE: NON-RATED PARTITIONS CAN TERMINATE WALL BOARD AT FINISH CEILING. CONTRACTOR TO SUBMIT PROPOSED WORK PLAN INDICATING ANY AREA THAT MAY DEVIATE FROM THAT SHOWN IN PARTITION SCHEDULE 10. CONTRACTOR IS RESPONSIBLE FOR ALL FIRESTOPPING AND BLOCKING ASSOCIATED WITH RATED ASSEMBLIES. CONTRACTOR TO PROVIDE MOCK-UP OF FIRE BLOCKING AT DEMISING AND CORRIDOR WALLS FOR ARCHITECT APPROVAL PRIOR TO BEGINNING TO CLOSE-IN WALLS AND CEILINGS. 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FRT IN WALL BLOCKING AT ALL WALL HUNG TOILET LOCATIONS AS PER MANUFACTURER RECOMMENDATIONS. UNITBATHROOM CONTRACTOR TO PROVIDE STAMPED SHOP DRAWINGS FOR ALL LIGHT GAUGE FRAMING DEMONSTRATING ALL SPANS, LOADS AND DEFLECTIONS ARE WITHIN DESIGN GUIDELINES FOR ALL PARTITIONS V.I.F. SOLID BLOCKING (V.I.F) UNDERSIDE OF DECK FULL DEPTH BATT INSULATION 2X4 FIRE TREATED BLOCKING WHERE REQUIRED (TYP.) 20 GA 2 1/2" MTL STUDS 16" O.C. TO UNDERSIDE OF DECK (2) LAYERS 5/8" GWB TYPE X TO UNDERSIDE OF DECK SUB FLOOR ACOUSTICAL SEALANT FINISHED CEILING, REFER TO REFLECTED CEILING PLANS PARTITION TYPE #18 (NON-LOADBEARING 2 HOUR) Scale: 1 1/2" = 1'-0"18 5" 2 1/2" NOTE: 5/8" MR GWB AT BATHROOM LOCATIONS AND 5/8" DENSHIELD TILE BACKER AT SHOWER/TILE LOCATIONS PROVIDED: 2 HOUR (DESIGN NO. U 419) REQUIRED: 2 HOUR RATING ACOUSTICAL SEALANT SHAFT SOLID BLOCKING (V.I.F) WALL PARTITION TYPES A-501 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 ROOF ASSEMBLY - OVER STAIRS/ELEV. (TYP.) Scale: 1 1/2" = 1'-0"RCA-2ROOF ASSEMBLY - 1HR RATED (TYP.) Scale: 1 1/2" = 1'-0"RCA-1 NEW 5/8" "TYPE X" GWB, PAINTED (TYP.) NEW 5/8" 20 GAUGE GALVANIZED RESILIENT CHANNEL @ 18" O.C. NEW 1/2" WAFER BOARD WITH FULLY ADHERED EPDM ROOFING INSTALLED AS PER MANUFACTURER RECOMMENDATIONS NEW CLOSED CELL SPRAY INSULATION TO ACHIEVE R-49 REQUIRED: 0 HOUR PROVIDED: 1 HOUR R VALUE: R-49 MINIMUM NEW RIGID INSULATION (3" MIN.) 1/4" PER 12" PITCH TO DRAIN EXISTING ROOF SHEATHING TO REMAIN, CONTRACTOR TO PATCH AS REQUIREDVARIES ROOF FRAMING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS (TYP.) REQUIRED: 2 HOUR PROVIDED: 2 HOUR R VALUE: R-49 MINIMUM 1/4" PER 12" PITCH TO DRAIN NEW (4) LAYERS 5/8" "TYPE X" GWB NEW 1/2" WAFER BOARD WITH FULLY ADHERED EPDM ROOFING INSTALLED AS PER MANUFACTURER RECOMMENDATIONS NEW CLOSED CELL SPRAY INSULATION TO ACHIEVE R-49 NEW TAPERED RIGID INSULATION (3" MIN.) NEW 5/8" ZIP SYSTEM ROOF SHEATHING INSTALLED AS PER MANUFACTURER SPECIFICATIONS NEW 2 X10 ROOF JOISTS AS PER FRAMING PLANSVARIES FLOOR-CEILING ASSEMBLY - TYPICAL UNIT TO UNIT Scale: 1 1/2" = 1'-0"FCA-1EXISTING FLOOR FRAMING/SUBFLOORTO REMAINNEW 5/8" 20 GAUGE RESILENT CHANNEL @ 12" O.C. NEW 5/8" GLUE DOWN ENGINEERED HARDWOOD FLOORING (WD-2) NEW 3/4" MAXXON GYPCRETE UNDERLAYMENT NEW 1/4" MAXXON ACOUSTI-MAT EXISTING SUBFLOOR TO REMAIN, CONTRACTOR TO PATCH AS REQUIRED NEW 6" MINERAL WOOL ACOUSTIC INSULATION NEW (2) LAYERS 5/8" "TYPE X" GWB PAINTED EXISTING FRAMING TO REMAIN, REFER TO STRUCTURAL DRAWINGS REQUIRED: 1 HOUR PROVIDED: 1 HOUR (DESIGN NO. L518 STC=58) FLOOR-CEILING ASSEMBLY - OVER EXISTING TENANTS (TYP.) Scale: 1 1/2" = 1'-0"FCA-3 NEW 1/4" MAXXON ACOUSTI-MAT NEW 6" MINERAL WOOL ACOUSTIC INSULATION EXISTING LATH & PLASTER CEILING TO REMAINEXISTING FLOOR FRAMING/SUBFLOORTO REMAINEXISTING FRAMING TO REMAIN, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS NOTE: CONTRACTOR TO PATCH AND REPAIR EXISTING FINISH CEILING TO "LIKE NEW" CONDITION AT ANY AREAS IMPACTED BY CONSTRUCTION. CONTRACTOR TO VERIFY AND MAINTAIN 1-HOUR FIRE RATED SEPARATION. REQUIRED: 1 HOUR PROVIDED: 1 HOUR NEW 3/4" GLUE DOWN ENGINEERED HARDWOOD FLOOR TO MATCH EXISTING (SPECIES, PLANK WIDTH AND STAIN) NEW 6" MINERAL WOOL ACOUSTIC INSULATION NEW 3/4" MAXXON GYPCRETE UNDERLAYMENT FLOOR-CEILING ASSEMBLY - TYPICAL CORRIDOR TO CORRIDOR Scale: 1 1/2" = 1'-0"FCA-2 EXISTING FRAMING TO REMAIN, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS REQUIRED: 1 HOUR PROVIDED: 1 HOUR DESIGN NO. L508 (SIM.) NEW .060" MIL FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.), SEE ROOF PLAN FOR SPECIFICATIONS NEW .060" MIL FIRESTONE RUBBER GUARD EPDM MEMBRANE FULLY ADHERED ROOFING (TYP.), SEE ROOF PLAN FOR SPECIFICATIONS NEW 3/4" GLUE DOWN ENGINEERED HARDWOOD FLOORING (WD-2) NEW 5/8" "TYPE X" GWB, TAPED AND SEALED AS PER UL ASSEMBLY REQUIREMENTSEXISTING FLOOR FRAMING/SUBFLOOR TO REMAINNEW 1/4" MAXXON ACOUSTI-MAT NEW 1/2" "TYPE X" GWB INSTALLED ON USG WALL TO WALL SYSTEM. REFER TO REFLECTED CEILING PLANS FOR FINISHREFER TO PARTITION SCHEDULE INDICATES EXTENTS OF CONTINUOUS 1 HOUR RATED ASSEMBLY NEW 5/8" GLUE DOWN ENGINEERED HARDWOOD FLOOR TO MATCH EXISTING (SPECIES, PLANK WIDTH AND STAIN) NEW 6" MINERAL WOOL ACOUSTIC INSULATION NEW 3/4" MAXXON GYPCRETE UNDERLAYMENT FLOOR-CEILING ASSEMBLY - LOWERED CEILING IN UNITS Scale: 1 1/2" = 1'-0"FCA-1a EXISTING FRAMING TO REMAIN, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS REQUIRED: 1 HOUR PROVIDED: 1 HOUR DESIGN NO. L508 (SIM.) NEW 5/8" "TYPE X" GWB, TAPED AND SEALED AS PER UL ASSEMBLY REQUIREMENTSEXISTING FLOOR FRAMING/SUBFLOOR TO REMAINNEW 1/4" MAXXON ACOUSTI-MAT NEW 1/2" "TYPE X" GWB INSTALLED ON USG FLAT CEILING DRYWALL SUSPENSION SYSTEM. REFER TO REFLECTED CEILING PLANS FOR FINISH INDICATES EXTENTS OF CONTINUOUS 1 HOUR RATED ASSEMBLY FLOOR-CEILING ASSEMBLY - OVER EXISTING TENANTS (TYP.) Scale: 1 1/2" = 1'-0"FCA-6 CLOSED CELL SPRAY INSULATION (R-30 MINIMUM) NEW FLOOR FRAMING, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS FLOOR-CEILING ASSEMBLY - TYPICAL CORRIDOR TO CORRIDOR Scale: 1 1/2" = 1'-0"FCA-5FLOOR-CEILING ASSEMBLY - LOFT UNITS Scale: 1 1/2" = 1'-0"FCA-4 NEW POLYCRETE MDB FLOORING SYSTEM NEW CONCRETE SLAB OVER CORRUGATED DECK (PITCHED TO DRAIN), SEE STRUCTURAL PLAS FOR SPECIFICATIONS NEW STEEL FLOOR JOISTS AS PER STRUCTURAL FRAMING PLANS TRASH ROOM CRAWL SPACE NEW (2) LAYERS 3/4" T&G PLYWOOD SUBFLOOR NEW 3/4" GLUE DOWN ENGINEERED HARDWOOD FLOOR TO MATCH EXISTING (SPECIES, PLANK WIDTH AND STAIN) NEW 5/8" "TYPE X" GWB, PAINTED (TYP.) LOBBY CRAWL SPACE / BASEMENT REQUIRED: 0 HOUR PROVIDED: 1 HOUR R VALUE: R-30 MINIMUM REQUIRED: 0 HOUR PROVIDED: 1 HOUR R VALUE: R-30 MINIMUM CLOSED CELL SPRAY INSULATION (R-30 MINIMUM) FLOOR-CEILING ASSEMBLY - TYPICAL UNIT TO UNIT Scale: 1 1/2" = 1'-0"FCA-7EXISTING FLOOR FRAMING/SUBFLOORTO REMAINNEW 3/4" GLUE DOWN ENGINEERED HARDWOOD FLOORING (WD-2) NEW 3/4" MAXXON GYPCRETE UNDERLAYMENT NEW 1/4" MAXXON ACOUSTI-MAT NEW 6" MINERAL WOOL ACOUSTIC INSULATION NEW (3) LAYERS 5/8" "TYPE X" GWB PAINTED EXISTING FRAMING TO REMAIN, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS REQUIRED: 2 HOUR PROVIDED: 2 HOUR (DESIGN NO. L556) NEW (1) LAYERS 5/8" "TYPE X" GWB PAINTED NEW 5/8" 20 GAUGE RESILENT CHANNEL @ 12" O.C. UNIT / CORRIDOR STAIRWAY TYPICAL BEAM ENCLOSURE Scale: 1 1/2" = 1'-0"9 EXISTING BEAM TO REMAIN, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS NEW 2 1/2" 20 GAUGE STEEL FRAMING HELD TIGHT TO EXISTING STRUCTURE NEW (2) LAYERS 5/8" "TYPE X" GWB PAINTED INDICATES EXTENTS OF CONTINUOUS 1 HOUR RATED ASSEMBLY NEW 3/4" MAXXON GYPCRETE UNDERLAYMENT NEW 5/8" GLUE DOWN ENGINEERED HARDWOOD FLOORING (WD-2) NEW 1" T&G PLYWOOD SUBFLOOR CONTRACTOR TO PROVIDE FRT BLOCKING WITHING DECKING AS REQUIRED NEW STRUCTRAL DECKING (REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS) TO BE PAINTED, REFER TO REFLECTED CEILING PLANS FOR FINISH REQUIRED: 0 HOUR PROVIDED: NOT RATED NEW 6" MINERAL WOOL ACOUSTIC INSULATION FLOOR-CEILING ASSEMBLY - OVER EXISTING TENANTS (TYP.) Scale: 1 1/2" = 1'-0"FCA-6a NEW CLOSED CELL SPRAY INSULATION (R-30 MINIMUM) NEW FLOOR FRAMING, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS NEW (2) LAYERS 3/4" T&G PLYWOOD SUBFLOOR NEW 3/4" GLUE DOWN ENGINEERED HARDWOOD FLOOR TO MATCH EXISTING (SPECIES, PLANK WIDTH AND STAIN)LOBBY ELECTRIC / MACHINE ROOM REQUIRED: 2 HOUR PROVIDED: 2 HOUR NEW (4) LAYERS 5/8" "TYPE X" GWB EXISTING SUBFLOOR TO REMAIN, CONTRACTOR TO PATCH AS REQUIRED EXISTING SUBFLOOR TO REMAIN, CONTRACTOR TO PATCH AS REQUIRED EXISTING SUBFLOOR TO REMAIN, CONTRACTOR TO PATCH AS REQUIRED EXISTING SUBFLOOR TO REMAIN, CONTRACTOR TO PATCH AS REQUIRED NOTE: CONTRACTOR TO INSTALL CONTROL JOINTS AS PER MANUFACTURER SPECIFICATION 12 GAUGE SUSPENSION WIRE INSTALLED AT 48" O.C. MAX AS PER MANUFACTURER SPECIFICATIONS *NOTE: CONTRACTOR TO REMOVE EXISTING ROOFING AND ASSOCIATED FLASHING PRIOR TO THE INSTALLATION OF NEW ROOFING SYSTEM *NOTE: CONTRACTOR TO REMOVE EXISTING ROOFING AND ASSOCIATED FLASHING PRIOR TO THE INSTALLATION OF NEW ROOFING SYSTEM FLOOR & CEILING CONSTRUCTION ASSEMBLIES A-502 Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 DOOR SCHEDULE DOOR NUMBER SIZE MATERIAL FINISH COLOR TYPE HARDWARE GROUP MATERIAL FINISH TYPE DETAIL FIRE RATING LABELWIDTHHEIGHTHEAD JAMB THRESHOLD UNITS 1 UNIT ENTRY 3'-0"8'-0"WD PAINTED PNT-1d 1 1 WD PAINTED 1F A B -45 MIN. 1A UNIT ENTRY @ ACCESSIBLE UNIT 3'-0"8'-0"WD PAINTED PNT-1d 1 1 WD PAINTED 1F A B ADA 45 MIN. 2 COATS 2'-8"7'-0"WD PAINTED PNT-2d 2 5 WD PAINTED 1F A B -- 2A COAT @ ACCESSIBLE UNIT 2'-0" (2)7'-0"WD PAINTED PNT-2d 2 5 WD PAINTED 1F A B ADA - 2B COATS @ LOFT 2'-8"6'-8"WD PAINTED PNT-2d 2 5 WD PAINTED 1F A B -- 3 MECHANICAL ROOM 2'-6"7'-0"WD PAINTED PNT-2d 5 5 WD PAINTED 1F A B -- 3A MECHANICAL @ ACCESSIBLE UNIT 2'-10"7'-0"WD PAINTED PNT-2d 5 5 WD PAINTED 1F A B ADA - 3B MECHANICAL ROOM @ LOFT 2'-6"6'-8"WD PAINTED PNT-2d 5 5 WD PAINTED 1F A B -- 4 LAUNDRY 3'-0"7'-0"WD PAINTED PNT-2d 5 5 WD PAINTED 1F A B -- 4A LAUNDRY @ ACCESSIBLE UNIT 2'-6" (2)7'-0"WD PAINTED PNT-2d 5A 8 WD PAINTED 1F A B -- 4B LAUNDRY @ LOFT 3'-0"6'-8"WD PAINTED PNT-2d 5 5 WD PAINTED 1F A B -- 5 BATHROOM 2'-8"7'-0"WD PAINTED PNT-2d 2 3 WD PAINTED 1F A B -- 5A BATHROOM @ ACCESSIBLE UNIT 3'-0"7'-0"WD PAINTED PNT-2d 2 3 WD PAINTED 1F A B ADA - 6 BATHROOM POCKET DOOR 2'-8"7'-0"WD PAINTED PNT-2d 3 4 WD PAINTED 1F (SIM.)A (SIM.)B (SIM.)ADA -STEEL SINGLE POCKET DOOR FRAME SYSTEM 6B BATHROOM POCKET DOOR @ LOFT 2'-8"6'-8"WD PAINTED PNT-2d 3 4 WD PAINTED 1F (SIM.)A (SIM.)B (SIM.)ADA -STEEL SINGLE POCKET DOOR FRAME SYSTEM 7 CLOSET SLIDING DOOR 3'-0" (2)7'-0"WD PAINTED PNT-2d 4 6 WD PAINTED 1F A B -- 7A CLOSET @ ACCESSIBLE UNIT 2'-0" (2)7'-0"WD PAINTED PNT-2d 4A 8 WD PAINTED 1F A B -- 8 CLOSET SLIDING DOOR 2'-6" (2)7'-0"WD PAINTED PNT-2d 4 6 WD PAINTED 1F A B -- 8B CLOSET SLIDING DOOR @ LOFT 2'-6" (2)6'-8"WD PAINTED PNT-2d 4 6 WD PAINTED 1F A B -- 9 CLOSET SLIDING DOOR 2'-0" (2)7'-0"WD PAINTED PNT-2d 4 6 WD PAINTED 1F A B -- 10 CLOSET 2'-6"7'-0"WD PAINTED PNT-2d 2 5 WD PAINTED 1F A B -- 11 BEDROOM 2'-8"7'-0"WD PAINTED PNT-2d 2 2 WD PAINTED 1F A B -- 11A BEDROOM @ ACCESSIBLE UNIT 3'-0"7'-0"WD PAINTED PNT-2d 2 2 WD PAINTED 1F A B ADA - 11B BEDROOM @ LOFT 2'-8"6'-8"WD PAINTED PNT-2d 2 2 WD PAINTED 1F A B -- 12 STORAGE 2'-0" (2)2'-6"WD PAINTED PNT-2d 6A 7 WD PAINTED 2F ---- 13 STORAGE 2'-6"2'-6"WD PAINTED PNT-2d 6B 7 WD PAINTED 2F ---- 14 LINEN 2'-0"7'-0"WD PAINTED PNT-2d 2 5 WD PAINTED 1F A B -- 14A FIXED EXTERIOR DOOR 3'-7"(V.I.F)7'-0"(V.I.F.)WD PAINTED PNT-11d 14 -WD PAINTED -----TO MATCH ORIGINAL HISTORIC DOOR 15 BATHROOM @ LOFT 2'-8"6'-8"WD PAINTED PNT-2d 2 3 WD PAINTED 1F A B -- 16 CLOSET @ LOFT 2'-8"6'-8"WD PAINTED PNT-2d 2 5 WD PAINTED 1F A B -- CORRIDORS 17 STAIR ACCESS 3'-0"7'-0"MTL PAINTED PNT-3d 7 9 MTL PAINTED 3F C D -90 MIN. 18 STAIR EXIT TO ROOF 3'-0"7'-0"MTL PAINTED PNT-4d 7 11 MTL PAINTED 3F C D -90 MIN. 19 VERIZON EQUIPMENT ROOM 3'-6"7'-0"MTL PAINTED PNT-4d 7 10 MTL PAINTED 3F C D -90 MIN. 19A STORAGE 2'-8"7'-0"WD PAINTED PNT-3d 2 13 WD PAINTED 1F A B -- 19B 2-HOUR RATED CLOSET 2'-8"7'-0"MTL PAINTED PNT-3d 7 13 MTL PAINTED 3F C D -90 MIN. FIRST FLOOR 20 RESIDENCE LOBBY ENTRY 3'-0" (V.I.F.)8'-0" (V.I.F.)MTL PAINTED PNT-7d 9 14 MTL ----ADA - 21 LANDLORD CLOSET 3'-0"8'-0"WD PAINTED PNT-5d 2 13 WD PAINTED 1F A B -- 22 TRASH 3'-0"8'-0"MTL PAINTED PNT-5d 8 9 MTL PAINTED 3F C D ADA 45 MIN. 23 TRASH 3'-0" (V.I.F.)8'-0" (V.I.F.)MTL PAINTED PNT-7d 9 15 MTL ------ 24 TENANT SPACE ENTRY 3'-0" (2) (V.I.F.)7'-6" (V.I.F.)WD PAINTED PNT-6d 10 17A WD PAINTED ---ADA - 25 BUILDING ENTRY 3'-0" (V.I.F.)7'-0" (V.I.F.)WD PAINTED PNT-7d 11 17 WD PAINTED ---ADA 90 MIN.CONTRACTOR TO CENTER NEW DOOR AT EXISTING OPENING 26 TENANT CORRIDOR 3'-6"7'-0" (V.I.F.)MTL PAINTED PNT-3d 7 16 MTL PAINTED 3F C D -90 MIN. 27 TENANT CORRIDOR DOOR 3'-0"7'-0" (V.I.F.)MTL PAINTED PNT-3d 7 16 MTL PAINTED 3F C D -90 MIN. 28 STORAGE 2'-6"7'-0" (V.I.F.)MTL PAINTED PNT-3d 8 13 MTL PAINTED 3F C D -45 MIN. 29 TENANT CORRIDOR DOOR 3'-0"7'-0" (V.I.F.)MTL PAINTED PNT-3d 7 16 MTL PAINTED 3F C D -90 MIN. 30 STAIR #1 ENTRY 3'-0" (V.I.F.)8'-0" (V.I.F.)WD PAINTED PNT-8d 12 17 WD PAINTED ---ADA -TO MATCH EXISTING 31 TENANT SPACE ENTRY 3'-0" (2) (V.I.F.)7'-0" (V.I.F.)WD PAINTED PNT-9d 13 17A WD PAINTED ---ADA -TO MATCH EXISTING BASEMENT 40 BASEMENT 3'-0"7'-0"MTL PAINTED PNT-3d 8 10 MTL 3F 41 BASEMENT 3'-0"3'-6" (V.I.F.)MTL PAINTED PNT-3d 8 11 MTL 3F 42 ELECTRICAL ROOM 3'-0"7'-0"MTL PAINTED PNT-3d 8 10 MTL 3F 43 MACHINE ROOM 3'-0"7'-0"MTL PAINTED PNT-3d 8 10 MTL 3F 44 BASEMENT ACCESS 3'-4" (V.I.F.)6'-0" (V.I.F.)MTL PAINTED PNT-10d EX EX EX EX EX EX EX EX -EXISTING DOOR TO REMAIN & BE REPAINTED 45 CRAWL SPACE 3'-0"7'-0"MTL PAINTED PNT-3d 8 11 MTL 3F ROOF 46 SHED (V.I.F)(V.I.F.)MTL PAINTED PNT-4 8 10 MTL PAINTED 3F C D -45 MIN.CONTRACTOR TO COORDINATE REQUIREMENTS * CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING ALL DOORS. * DOOR SIZES APPROXIMATE - ALL ROUGH OPENINGS AND DOOR SIZES FOR EXISTING THRESHOLDS TO BE VERIFIED IN FIELD BY CONTRACTOR. UNIT DOOR TYPES ENTRY DOOR TO UNIT DOOR TYPE #1 Scale: 1/4" = 1'-0"1 BEDROOM BATHROOM CLOSET DOOR TYPE #2 Scale: 1/4" = 1'-0"2 BATHROOM POCKET DOOR DOOR TYPE #3 Scale: 1/4" = 1'-0"3 CLOSET SLIDING DOOR DOOR TYPE #4 Scale: 1/4" = 1'-0"4 CLOSET BI-FOLD DOOR @ ACCESSIBLE UNITS DOOR TYPE #4A Scale: 1/4" = 1'-0"4A LAUNDRY MECHANICAL DOOR TYPE #5 Scale: 1/4" = 1'-0"5 LAUNDRY BI-FOLD DOOR @ ACCESSIBLE UNIT DOOR TYPE #5A Scale: 1/4" = 1'-0"5A STORAGE DOOR TYPE #6A Scale: 1/4" = 1'-0"6 SEE SCHEDULE SEESCHEDULESEE SCHEDULE SEESCHEDULESEESCHEDULESEE SCHEDULE SEE SCHEDULE VARIES SEESCHEDULESEE SCHEDULE SEESCHEDULEVARIES SEESCHEDULESEE SCHEDULE SEESCHEDULESEE SCHEDULE VARIES FRAME TYPES FRAME TYPE #1F Scale: 1/4" = 1'-0"1F DOOR OPENINGVARIESV.I.F.VARIES V.I.F. A FRAME TYPE #2F Scale: 1/4" = 1'-0"2F DOOR OPENING B BSEESCHEDULEINTERIOR EGRESS STAIR DOOR TYPE #7 Scale: 1/4" = 1'-0"7 SEE SCHEDULE SEESCHEDULEINTERIOR/EXTERIOR INSULATED DOOR TYPE #8 Scale: 1/4" = 1'-0"8 SEE SCHEDULE COMMON AREA DOOR TYPES DOOR PAINT SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT MATERIAL SPECIFICATION FINISH REMARKS PNT-1D UNIT ENTRY DOOR ---------- PNT-2D UNIT INTERIOR DOORS ---------- PNT-3D STAIR/ INTERIOR UTILITY DOORS ---------- PNT-4D EXTERIOR UTILITY DOORS ---------- PNT-5D LOBBY DOORS ---------- PNT-6D TENANT SPACE ENTRY ---------- PNT-7D BUILDING ENTRY ---------- PNT-8D STAIR #1 ENTRY ---------- PNT-9D TENANT SPACE ENTRY ---------- PNT-10D BASEMENT ACCESS ---------- PNT-11 EXISTING EXTERIOR DOOR ---------- * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH PAINT SAMPLES FOR APPROVAL **ALL PAINT COLORS TO BE SELECTED IN THE FIELD FRAME TYPE #3F Scale: 1/2" = 1'-0"3F C VARIES V.I.F.VARIESV.I.F.HOLLOW METAL D DOOR TYPE #9 Scale: 1/4" = 1'-0"9 DOOR TYPE #10 Scale: 1/4" = 1'-0"10 DOOR TYPE #11 Scale: 1/4" = 1'-0"11 DOOR TYPE #12 Scale: 1/4" = 1'-0"12 DOOR TYPE #13 Scale: 1/4" = 1'-0"13 CUSTOM EXTERIOR (WOOD)CUSTOM EXTERIOR (WOOD) SEE SCHEDULE SEESCHEDULESEE SCHEDULE SEESCHEDULECUSTOM EXTERIOR (WOOD) SEE SCHEDULE SEESCHEDULECUSTOM EXTERIOR (WOOD) SEE SCHEDULE SEESCHEDULECUSTOM EXTERIOR STORAGE DOOR TYPE #6B Scale: 1/4" = 1'-0"6 SEE SCHEDULE SEE SCHEDULE SEESCHEDULESEESCHEDULESEE SCHEDULE SEESCHEDULESEE SCHEDULE SEESCHEDULEDOOR TYPE #14 Scale: 1/4" = 1'-0"14 CUSTOM EXTERIOR (WOOD) SEE SCHEDULE SEESCHEDULESOLID PANEL AT TRASH ROOM HARDWARE SCHEDULE: Set #1 - Unit Entry Doors Description: Interior Primed 2-Panel Flat Doors, 45 Min. Rated 2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Electonic Mortise Lock w/ Lever Quantum IV RFID Lock Black Dormakaba or Approved Equal 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold (ADA)White Oak Stained To match existing floor Brosco or Approved Equal 1 Head & Jamb Casketing (smoke & Fire)S88 Black Pemko 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Security Door Viewer 31843 Rubbed Bronze Harney Hardware 1 Wall Door Stop (If Required)DSIX04-19G Graphite Black Inox 1 Floor Door Stop (If Required)436-716 Aged Bronze Schlage Set #2 - Unit Bedroom Doors Description: Interior Primed 2-Panel Flat Doors 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage 1 Lever Handles (Privacy) ADA FC21 LAT 622 COL Matte Black Schlage 1 Wall Door Stop DSIX04-19G Graphite Black Inox Set #3 - Unit Bathroom Doors Description: Interior Primed 2-Panel Flat Doors 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handles (Privacy) ADA FC21 LAT 622 COL Matte Black Schlage 1 Wall Door Stop DSIX04-19G Graphite Black Inox 1 Threshold (interior) ADA Reno-U Brushed Antique Bronze Schluter 1 Robe Hook BP10903BL Matte Black Moen Set #4 - Unit Bathroom Pocket Doors Description: Interior Primed 2-Panel Flat Doors 1 Pocket Door Lock 990B613 Matte Black Schlage 1 Sliding Door Hardware Junior 80/Z --Hawa Set #5 - Unit Coat, Laundry & Mechanical Doors Description: Interior Primed 2-Panel Flat Doors (Open Louver Panels @ Laundry) 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Non-Turning Lever FC172 LAT 619 COL Matte Black Schlage 2 Bullet Catches BC218U19 Black Deltana 1 Wall Door Stop (If Required)DSIX04-19G Graphite Black Inox Set #6 - Unit Closet Sliding Doors Description: Interior Primed 2-Panel Flat Doors 1 Sliding Door Hardware Junior 80/Z --Hawa or Approved Equal 2 Flush Pulls 220304US10B Oil Rubbed Bronze Emtek Hardware Set #7 - Unit Closet Storage Doors Description: Interior Primed Flat Doors 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 2 Pulls 1060-4055-P Satin Black Berenson 2 Bullet Catches BC218U19 Black Deltana Set #8 - Unit Closet and Laundry Bi-Fold Doors Description: Interior Primed 2-Panel Flat Doors (Open Louver Panels @ Laundry) 2 Bi-Fold Door Hardware Set 407.58.004 --Hawa or Approved Equal 2 Pulls 69071 Oil Rubbed Bronze Rejuvenation Set #9 - Stair Egress Doors Description: Interior Metal Door, 90 Min. Rated 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handles (Passage) FC21 LAT 622 COL Matte Black Schlage 1 Threshold White Oak Stained To match existing floor Brosco or Approved Equal 1 Head & Jamb Casketing (Smoke & Fire)S88 Black Pemko 1 Door Closer 300 Series Dark Bronze Yale 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Panic Hardware 98 Series Black Von Duprin 1 Kickplate K1050 Black Suede Rockwood Set #10 - Utility Doors (Electrical, Machine Room & Verizon Equipment Room) Description: Interior/Exterior Metal Door, 90 Min. Rated 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handles (Passage) FC21 LAT 622 COL Matte Black Schlage 1 Single Cylinder Dead Bolt B60-COL 622 Matte Black Schlage 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Head & Jamb Casketing (Smoke & Fire)S88 Black Pemko 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Panic Hardware 98 Series Black Von Duprin 1 Kickplate K1050 Black Suede Rockwood Set #11 - Basement Doors (Crawl Space, Storage & Roof Access) Description: Interior/Exterior Metal Door, 45 Min. Rated 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handles (Passage) FC21 LAT 622 COL Matte Black Schlage 1 Single Cylinder Dead Bolt B60-COL 622 Matte Black Schlage 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Head & Jamb Casketing (Smoke & Fire)S88 Black Pemko 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Kickplate K1050 Black Suede Rockwood Set #12 - Basement Door Description: Interior Metal Door, 45 Min. Rated 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handles (Passage) FC21 LAT 622 COL Matte Black Schlage 1 Door Closer 300 Series Dark Bronze Yale 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Kickplate K1050 Black Suede Rockwood 1 Threshold Aluminum Black Brosco or Approved Equal Set #13 - Landlord Closet Description: Interior Primed 2-Panel Flat Doors 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Cylindrical Lock w/ Lever Handles F51 LAT 622 COL Matte Black Schlage 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Wall Door Stop DSIX04-19G Graphite Black Inox Set #14 - Lobby Entry Description: Exterior Metal Door 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handle* Curved Entry Set White Bronze Dark (DK)Rocky Mountain Hardware 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Head & Jamb Casketing (Smoke & Fire)S88 Black Pemko 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Panic Hardware 98 Series Black Von Duprin Set #15 - Trash Description: Exterior Metal Door 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handle* Curved Entry Set White Bronze Dark (DK)Rocky Mountain Hardware 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Head & Jamb Casketing (Smoke & Fire)S88 Black Pemko 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Panic Hardware 98 Series Black Von Duprin 1 Kickplate K1050 Black Suede Rockwood Set #16 - Tenant Corridor Description: Interior/Exterior Metal Door, 90 Min. Rated 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Cylindrical Lock w/ Lever Handles ADA F51 LAT 622 COL Matte Black Schlage 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Head & Jamb Casketing (Smoke & Fire)S88 Black Pemko 1 Sweep (Smoke & Fire)18061_NB (D) Dark Bronze Pemko 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Kickplate K1050 Black Suede Rockwood Set #17 - Tenant & Building Entry (*17A = Double Door) Description: Exterior Wood Doors 1 1/2 Pair Hinges 4-1/2” x 4-1/2”Matte Black Schlage or Approved Equal 1 Lever Handle* Curved Entry Set White Bronze Dark (DK)Rocky Mountain Hardware 1 Door Closer 300 Series Dark Bronze Yale 1 Threshold Aluminum Black Brosco or Approved Equal 1 Floor Door Stop 436-716 Aged Bronze Schlage 1 Panic Hardware 98 Series Black Von Duprin *CONTRACTOR TO COORDINATE ALL EXTERIOR AND EXISTING TENANT DOOR HARDWARE DIRECTLY WITH OWNER.3 1/2"CASING DETAIL @ HEAD (TYPICAL) Scale: 2" = 1'-0"A CASING DETAIL @ JAMB (TYPICAL) Scale: 2" = 1'-0"B 3 1/2" 3 1/2" HM DOOR HEAD CONT STEEL BAR - SECURE TO STRUCTURE ABOVE H.M. DOOR FRAME DETAIL @ HEAD (TYP.) Scale: 2" = 1'-0"C JAMB ANCHOR HM DOOR & JAMB H.M. DOOR FRAME DETAIL @ JAMB (TYP.) Scale: 2" = 1'-0"D JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL#J2303 JACKSON LUMBER & MILLWORK BACKBAND CASING MODEL#J2303 RESILIENT CHANNEL SEE PARTITION SCHEDULE FOR DETAILS 1 LAYER, 5/8" GWB 3/4" WHITE OAK TRIM, STAINED STAIN-1 1/4" 5/8" GWB PAINTED PNT -220/221 1" SPACER APARTMENT IDENTIFICATION NUMBER ELEVATION AND SECTION Scale: 2" = 1'-0"D 3/4"1/4"4"3/4"2"UL1 10"1"3"6"1"2"3/4" MATTE BLACK UNIT PLAQUE MODERN HOUSE NUMBERS FONT: PALM SPRINGS 3/4" WHITE OAK TRIM, STAINED (STAIN-1) LED CABINET AND NICHE LIGHTING WAC LIGHTING MODEL LS-LED08-W UL1 LED CABINET AND NICHE LIGHTING WAC LIGHTING MODEL LS-LED08-W MATTE BLACK UNIT PLAQUE MODERN HOUSE NUMBERS FONT: PALM SPRINGS 3/4"1/4"3/4"1"NOTE: CONTRACTOR TO MAINTAIN 1-HOUR ASSEMBLY SECTION ELEVATION TYPICAL BASEBOARD DETAIL Scale: 3" = 1'-0" BROSCO BASEBOARD (MODEL# WM620 8712B) GWB WALL 4 1/4"1/2" WINDOW SCHEDULE - 221 ESSEX STREET WINDOW SCHEDULE - 217 ESSEX STREET STOREFRONT WINDOW - 221 ESSEX STREET T1 T3 T3 T1 AA BB HH GG 8'-1"(V.I.F)4'-4" (V.I.F) 3'-7" (V.I.F) 3'-11" (V.I.F)6'-11 5/8"(V.I.F)3'-0 3/4"(V.I.F)2'-4 1/2" (V.I.F) 2'-4 1/2" (V.I.F) T2 2'-4 1/8" (V.I.F) 5'-10 7/8" (V.I.F) 2'-4 1/8" (V.I.F) T5 5'-0 3/4" (V.I.F) INTERIOR GLAZING WINDOW GENERAL NOTES * CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW/ APPROVAL PRIOR TO RELEASING PURCHASE/ FABRICATION. * ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ROUGH OPENING AND UNIT DIMENSIONS. CONTRACTOR TO VERIFY ALL EXISTING ROUGH OPENING DIMENSION. * CONTRACTOR TO USE INSULATED LOW-E GLASS UNLESS OTHERWISE NOTED. * CONTRACTOR TO VERIFY SAFETY/ TEMPERED GLASS REQUIREMENTS AS PER CODE IN COORDINATION WITH PROPOSED PLANS. NEW NEW (EXISTING) 3'-7" (V.I.F)4'-5 3/8"(V.I.F)3'-0" (V.I.F) TRANSOM NOTE: ALL EXTERIOR WINDOW PROFILES AND DETAILS TO BE APPROVED BY HISTORIC AHJ PRIOR TO CONTRACTOR RELEASING FABRICATION. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL 9'-8" (V.I.F)2'-6"(V.I.F)1/2" TEMPERED BUTT-GLAZED STARPHIRE GLASS CONTINUOUS "U" CHANNEL SHOE AT WINDOW PERIMETER: (UCDU3812CL) C.R. LAURENCE 800.421.6144 CONTRACTOR TO SEAL JOINTS (TYP.) SEE A-403 FOR DETAILS SEE A-401 FOR DETAILS SEE A-401 FOR DETAILS SEE A-401 FOR DETAILS SEE A-401 FOR DETAILS SEE A-400 FOR DETAILS SEE A-400 FOR DETAILS VARIES(EXISTING)(EXISTING)(EXISTING) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 KK A-601 WINDOW SCHEDULE T T A B C D E1 F G H1 I J K L M N CC DD EE FF 8'-6 5/8"(V.I.F)4'-11 1/8" (V.I.F) 5'-0 1/8" (V.I.F)7'-9 5/8"(V.I.F)7'-7 5/8"(V.I.F)4'-11 1/8" (V.I.F) 4'-2 3/4" (V.I.F) 3'-7" (V.I.F) 3'-7" (V.I.F) 5'-1" (V.I.F) 3'-7" (V.I.F) 3'-6" (V.I.F) 3'-7 1/2" (V.I.F) 3'-7" (V.I.F) 3'-7" (V.I.F) 3'-11" (V.I.F)6'-5 5/8"(V.I.F)6'-9"(V.I.F)7'-6"(V.I.F)8'-1"(V.I.F)8'-1"(V.I.F)8'-2"(V.I.F)6'-5"(V.I.F)6'-4"(V.I.F)7'-1 1/2"(V.I.F)7'-10 1/2"(V.I.F)8'-1"(V.I.F)5'-4"(V.I.F)7'-11"(V.I.F)8'-1" (V.I.F) 8'-1" (V.I.F) 7'-8" (V.I.F) 7'-4 1/2" (V.I.F) 3'-8" (V.I.F)4'-6 1/2"(V.I.F)10'-2"(V.I.F)10'-0 1/4"(V.I.F)5'-1"(V.I.F)2'-4 1/4"(V.I.F)6'-11 5/8"(V.I.F)3'-0 3/4"(V.I.F)2'-4 1/8" (V.I.F)6'-11 5/8"(V.I.F)2'-2 3/4" (V.I.F) 11'-3 1/8" (V.I.F) 6'-1 7/8" (V.I.F) 2'-4 1/8" (V.I.F) O 3'-7" (V.I.F)6'-6"(V.I.F)E2 H2 8'-1"(V.I.F)7'-4 1/2" (V.I.F)4'-11 1/2"(V.I.F)T4 Q Q2 MAKEKEYTYPEUNIT SIZE ROUGH OPENING REMARKS WINDOW SCHEDULE MODEL AA WINDOW WINDOW WINDOW WINDOW FINISH WINDOW 217 ESSEX ST. WINDOW WINDOW 221 ESSEX ST. A D F H1 I WINDOW WINDOW WINDOW WINDOW WINDOW B C E1 G J WINDOW WINDOW WINDOW WINDOW WINDOW L M K N WINDOW WINDOW WINDOW WINDOW T T1 STOREFRONT WINDOW STOREFRONT WINDOW STOREFRONT WINDOW T2 BB CC DD EE FF HH 8'-1" x 4'-6 1/2" (V.I.F) 8'-1" x 5'-4" (V.I.F) ROUGH OPENING TO BE VERIFIED IN FIELD 8'-1" x 11" (V.I.F) 7'-8" x 10'-2" (V.I.F) 7'-4 1/2" x 10'-0 1/4" (V.I.F) 7'-4 1/2" x 5'-5" (V.I.F) 3'-8" x 5'-1" (V.I.F) 4'-11 1/8" x 8'-6 5/8" (V.I.F) 5'-0 1/8" x 7'-9 5/8" (V.I.F) 4'-11 1/8" x 7'-7 5/8" (V.I.F) 4'-2 3/4" x 6'-5 5/8" (V.I.F) WINDOWE2 H2 WINDOW 3'-7" x 6'-9" (V.I.F) 3'-7" x 6'-6" (V.I.F) 3'-7" x 7'-6" (V.I.F) 5'-1" x 8'-1" (V.I.F) 3'-11" x 8'-1" (V.I.F) 3'-7" x 8'-1" (V.I.F) 3'-7" x 8'-2" (V.I.F) 3'-6" x 6'-5" (V.I.F) 3'-7 1/2" x 6'-4" (V.I.F) 3'-7" x 7'-1 1/2" (V.I.F) 3'-7" x 7'-10 1/2" (V.I.F) 3'-11" x 8'-1" (V.I.F) O WINDOW 4'-4" x 8'-1" (V.I.F) 11'-3 1/8" x 3'-0 3/4" (V.I.F) 11'-3 1/8" x 6'-11 5/8" (V.I.F) STOREFRONT WINDOWT3 STOREFRONT WINDOWT4 11'-0" x 3'-0 3/4" (V.I.F) STOREFRONT WINDOWT5 2'-2 3/4" x 6'-11 5/8" (V.I.F) 5'-0 3/4" x 3'-0 3/4" (V.I.F) 5'-0 3/4" x 6'-11 5/8" (V.I.F) NEW TRANSOM WINDOWQ 3'-0" x 4' 5 3/8" (V.I.F) TRANSOM FIXED PANEL DOORSQ2 3'-7" x VARIES (V.I.F) INTERIOR CLERESTORYKK 9'-8" x 2'-6" (V.I.F) ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD PELLA N/A EXISTING N/A DIAMOND WINDOW AND DOOR PELLA RESERVED N/A 8101 SERIES RESERVED WOOD, PAINTED PNT-4E BLACK ANODIZED ALUMINIUM, PAINTED PNT-1E WOOD, PAINTED PNT-3E EXISTING TO REMAIN SHOWN FOR REFERENCE ONLY EXISTING TO REMAIN SHOWN FOR REFERENCE ONLY EXISTING TO REMAIN SHOWN FOR REFERENCE ONLY SEE A-401 FOR DETAILS SEE A-401 FOR DETAILS SEE A-401 FOR DETAILS SEE A-401 FOR DETAILS ALUMINIUM FRAME WINDOWS TO MATCH EXISTING SEE A-403 FOR DETAILS SEE A-403 FOR DETAILS SEE A-403 FOR DETAILS SEE A-403 FOR DETAILS SEE A-403 FOR DETAILS SEE A-403 FOR DETAILS ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING ALUMINIUM FRAME WINDOWS TO MATCH EXISTING SEE A-400 FOR DETAILS SEE A-400 FOR DETAILS SEE A-400 FOR DETAILS EXISTING TO REMAIN SHOWN FOR REFERENCE ONLY PELLA PELLA RESERVED RESERVED WET BUTT GLAZED WOOD, PAINTED PNT-4E WOOD, PAINTED PNT-4E WOOD, PAINTED PNT-4E WOOD, PAINTED PNT-4E WOOD, PAINTED PNT-4E WOOD, PAINTED PNT-4E NEW INSULATED GLASS TRANSOM PRIME & PAINTED FRAME NEW INSULATED GLASS TRANSOM PRIME & PAINTED FRAMEROUGH OPENING TO BE VERIFIED IN FIELD ROUGH OPENING TO BE VERIFIED IN FIELD ALUMINIUM, PAINTED PNT-1E ALUMINIUM, PAINTED PNT-1E ALUMINIUM, PAINTED PNT-1E ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED ALUMINIUM, PAINTED WOOD, PAINTED PNT-3E WOOD, PAINTED PNT-3E WOOD, PAINTED PNT-3E WOOD, PAINTED PNT-3E WOOD, PAINTED PNT-3E WOOD, PAINTED PNT-4E WOOD, PAINTED PNT-4E WINDOWGG 3'-8" x 2'-4 1/4" (V.I.F) ROUGH OPENING TO BE VERIFIED IN FIELD EXISTING TO REMAIN SHOWN FOR REFERENCE ONLYWOOD, PAINTED PNT-4E DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR DIAMOND WINDOW AND DOOR PELLA RESERVED PELLA RESERVED PELLA RESERVED PELLA RESERVED PELLA RESERVED PELLA RESERVED PELLA RESERVED 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES 8101 SERIES N/A N/A N/A N/A N/A N/A EXISTING N/A EXISTING N/A EXISTING N/A EXISTING 1/2" TEMPERED STARPHIRE GLASS U-CHANNEL W/ ROLL-IN TOP LOAD GASKET IN BLACK BRONZE FOR 1/2" GLASS (UCDU3812CL) C.R. LAURENCE 800.421.6144 NEW BEAM @ LOFT PERIMETER. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS NEW LOFT STRUCTURAL DECKING. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS LOFT GLAZING - TYPICAL GLASS SHOE DETAIL Scale: 2" = 1'-0"1 1/2" TEMPERED STARPHIRE GLASS LOFT GLAZING - TYPICAL GLASS HEADER DETAIL Scale: 2" = 1'-0"2 U-CHANNEL W/ ROLL-IN TOP LOAD GASKET IN BLACK BRONZE FOR 1/2" GLASS (UCDU3812CL) C.R. LAURENCE 800.421.6144 EXISTING ROOF ASSEMBLY, REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS FT/PT BLOCKING AS REQUIRED 5/8" GWB ENCLOSURE PAINTED PNT-103 E.Q.E.Q.2 1/2"2 1/2"5" (TYP.) LOFT GLAZING - TYPICAL RAILING DETAIL Scale: 2" = 1'-0"3 1/2" TEMPERED STARPHIRE GLASS NEW LOFT STRUCTURAL DECKING. REFER TO STRUCTURAL DRAWINGS U-CHANNEL W/ ROLL-IN TOP LOAD GASKET IN BLACK BRONZE FOR 1/2" GLASS (UCDU3812CL) ATTACHED TO NEW LOFT STRUCTURAL DECKING C.R. LAURENCE 800.421.6144 U-CHANNEL W/ ROLL-IN TOP LOAD GASKET IN BLACK BRONZE FOR 1/2" GLASS (UCDU3812CL) C.R. LAURENCE 800.421.6144 42" MIN. (A.F.F.)LOFT FINISH FLOOR T.O. RAILING 3'-6" MIN. (A.F.F.) GWB WALL, SEE INTERIOR ELEVATIONS FOR DETAILS TYPICAL INTERIOR WINDOW SILL AND APRON DETAIL Scale: 3" = 1'-0" BROSCO STOOL CAP (MODEL# 1274), PAINTED PNT-204 BROSCO APRON (MODEL# 8642), PAINTED PNT-204 A D E 1.4 2.1 DNDNUPDNDN4'-6"UPDNDNDNDN4 RISERS @5.5" EA = 1'-10"DNUPUPELECTRICAL ROOM 217 TENANT 221 - UNIT 201 BEDROOM 2 STAIR 2 221 - UNIT 201 BATHROOM 221 - UNIT 301 BEDROOM 2 221 - UNIT 301 BATHROOM 221 - UNIT 401 LIVING / KITCHEN 221 - UNIT 501 LIVING / KITCHEN HALLWAY HALLWAY STORAGE STORAGE STORAGE STORAGE HALLWAY HALLWAY 217 TENANT UPSTAIR 2 SECTION Scale: 1/4" = 1'-0"A STAIR 2 ENLARGED FIRST FLOOR PLAN Scale: 1/4" = 1'-0"1 STAIR 2 ENLARGED SECOND FLOOR PLAN Scale: 1/4" = 1'-0"2 STAIR 2 ENLARGED THIRD FLOOR PLAN Scale: 1/4" = 1'-0"3 STAIR 2 ENLARGED FOURTH FLOOR PLAN Scale: 1/4" = 1'-0"4 STAIR 2 ENLARGED FIFTH FLOOR PLAN Scale: 1/4" = 1'-0"5 1 1/2" DIA. STL. PIPE HANDRAIL PAINTED STL. HANDRAIL BRACKETS PAINTED 1 HOUR RATED CEILING (2) LAYER 5/8" GWB TYPE X PAINTED TYPICAL LINE OF STAIR BEYOND TYPICAL GYP. BD. WALL GUARD PAINTED TYPICAL 1 HOUR RATED CEILING (2) LAYERS 5/8" GWB TYPX TYPICAL GYP. BD. WALL GUARD PAINTED TYPICAL NEW 90 MIN FIRE RATED METAL DOOR AND FRAME PAINTED TYPICAL. SEE A-600 FOR SPECIFICATIONS 5 A-500 RCA-2 A502 RCA-1 A502 5 A-500A-500 9 FCA-1 A-502 FCA-2 A502 A-500 5 A-500 5 A-501 14 FCA-2 A502 A-500 5 FCA-6a A502 5 A-500A-500 9 5 A-500 5 A-500 EDC A B C D 1.4 2.1 A C D E 1.4 2.1 A C D E 1.4 2.1 A-500 5 A-500 5 SIM SIM 5 A-500 SIM FCA-2 A502 FCA-7 A-502 FCA-3 A-502 SIM FCA-7 A-502 7'-10"V.I.F.8'-2 3/8" V.I.F.7'-7 5/8"V.I.F.4'-11 1/2"V.I.F.3'-6"TYP.3'-0"TYP.2'-10"TYP.RCA-1 A502 FCA-1 A-502 INDICATES 2-HOUR RATED ENCLOSURE (TYP.) THE FOLLOWING LINE INDICATES WORK NOT IN SCOPE A-500 15 A-500 15 A-502 FCA-1a A-502 FCA-1a 11 RISERS(@ 6.9" E.A.=6'-4")12 RISERS(@ 6.7" E.A.=6'-9 5/8")11 RISERS(@ 6.7" E.A.=6'-2 1/4")21 RISERS(@ 6.9" E.A.=12'-0")10 RISERS5'-7 1/2"(@ 6.7" E.A.=5'-7 1/2")10 RISERS5'-8 1/4"(@ 6.7" E.A.=5'-8 1/4")BASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 (V.I.F) FOURTH FLOOR (V.I.F) FIFTH FLOOR (V.I.F) (V.I.F) ELEVATOR HEADHOUSE (V.I.F) SECOND FLOOR - 221 (V.I.F) THIRD FLOOR - 221 (V.I.F.) MECHANICAL (V.I.F.) NEW FLOOR (V.I.F.)15'-1" V.I.F.11'-3 3/4" V.I.F.12'-6" V.I.F.11'-5 1/4" V.I.F.1'-6 1/2" V.I.F.14'-11 1/2" V.I.F.8'-7" V.I.F.NEW STAIR STAIR #2 NEW 90 MIN FIRE RATED METAL DOORS AND FRAMES, SEE A-600 FOR SPECIFICATIONS (TYP.) NEW 2 HOUR RATED PARTITION (2) LAYERS 5/8" F.C. BOTH SIDES, PAINTED (TYP.) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.)7'-6" V.I.F.9'-10" V.I.F.3'-10" V.I.F.3'-8" V.I.F.(CLEAR)8'-9" V.I.F. 16'-3" V.I.F.2'-3" V.I.F.3'-0" V.I.F.5'-1" V.I.F.9 TREADS (@11" E.A. = 8'-3" 10 TREADS (@11" E.A. = 9'-2" 4'-0" V.I.F. LANDING 5'-10" V.I.F. (CLEAR) 4'-11" V.I.F. (CLEAR) 10 TREADS (@11" E.A. = 9'-2" 4'-6" V.I.F. LANDING 19'-0" V.I.F. (CLEAR)7'-9 1/2" V.I.F.(CLEAR)3'-8" V.I.F.(CLEAR)3'-8" V.I.F.(CLEAR)4 1/2"4"3'-4" R.O. 15'-4" V.I.F. NEW STAIR (STAIR #2) NEW STAIR (STAIR #2) 20 TREADS (@11" E.A. = 18'-4" 4'-6 1/2" V.I.F. (CLEAR) 4'-11" V.I.F. LANDING 12 TREADS (@11" E.A. = 11'-0" 4'-0" V.I.F. LANDING 19'-11" V.I.F. (CLEAR)7'-9 1/2" V.I.F.(CLEAR)3'-8" V.I.F.(CLEAR)3'-8" V.I.F.(CLEAR)4 1/2"4"3'-4" R.O. 16'-3" V.I.F. NEW STAIR (STAIR #2) 5'-9" V.I.F. LANDING 7'-9 1/2" V.I.F.(CLEAR)5'-9" V.I.F. LANDING 9 TREADS (@11" E.A. = 8'-3" 1'-2" V.I.F. 3'-4" R.O. 4" 9 TREADS (@11" E.A. = 8'-3" 5'-0" V.I.F. LANDING 18'-10" V.I.F. (CLEAR)3'-8" V.I.F.(CLEAR)4 1/2"3'-8" V.I.F.(CLEAR)A D E 1.4 2.1 7'-9 1/2" V.I.F.(CLEAR)5'-9" V.I.F. LANDING 8'-3" V.I.F. (CLEAR) 6"4'-6" V.I.F. LANDING NEW STAIR (STAIR #2)3'-8" V.I.F.(CLEAR)4 1/2"3'-8" V.I.F.(CLEAR)5'-9" V.I.F. LANDING 9 TREADS (@11" E.A. = 8'-3" 1'-2" V.I.F. 3'-4" R.O. 4" 18'-10" V.I.F. (CLEAR) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.)15 RISERS(@ 6.9" E.A.=8'-7 1/2")6 1/2"2'-10"TYP.3'-6"TYP.NEW CLOSED CELL SPRAY INSULATION TO R-20 MINIMUM (TYP.) NEW ROOF HATCH ABOVE: BILCO TYPE S WITH LADDER ACCESS EXTENTS OF EXPOSED SKYLIGHT ABOVE NEW CLOSED CELL SPRAY INSULATION TO R-20 MINIMUM (TYP.) 5'-1 1/2" V.I.F. (CLEAR) 10'-0" V.I.F. 1:20 MAX. SLOPE 7'-5 1/2" V.I.F.3'-10 1/2"(CLEAR) V.I.F.9'-4" V.I.F.1'-0 1/2" V.I.F.NEW 2 HOUR RATED ASSEMBLY SKYLIGHT ABOVE SEE A-352 FOR SPECIFICATIONS NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS FOR ALL FRAMING SPECIFICATIONS AND DETAILS OAK TREADS AND RISERS TO MATCH CORRIDOR FLOORING (TYP.) GWB STAIRWAY WALLS PAINTED, PNT-223 (TYP.) CONTRACTOR TO COORDINATE BLOCKING AND INSTALLATIONREQUIREMENTS FOR ROOF ACCESS HATCH AND LADDER NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" NEW 2-HOUR RATED ACCESS PANEL DOOR: CENDREX PFI SERIES 36"X36" LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-700 INTERIOR STAIR (#2) PLANS AND SECTION UPDNBASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 THIRD FLOOR - 217 FOURTH FLOOR FIFTH FLOOR LOWER PARAPET STAIR HEADHOUSE SECOND FLOOR - 221 NEW VERIZON ROOM ENCLOSURE -9'-3" (V.I.F.) SECOND FLOOR - 217 LOWER PARAPET STAIR HEADHOUSE SECOND FLOOR - 221 NEW VERIZON ROOM ENCLOSURE ROOF STAIR 2 SECTION Scale: 1/4" = 1'-0"ASTAIR 1 ENLARGED FIRST FLOOR PLAN Scale: 1/4" = 1'-0"1 UPDNUPDNSHAREDCORRIDORSTORAGEEXISTING STAIRSTAIR 1 ENLARGED SECOND FLOOR PLAN Scale: 1/4" = 1'-0"2 STAIR 1 ENLARGED THIRD FLOOR PLAN Scale: 1/4" = 1'-0"3 8'-8" V.I.F.(CLEAR)3'-8"MIN. CLEAR11"V.I.F.3'-8"MIN. CLEAR3'-4"R.O.19'-4" (V.I.F.) CLEAR 4'-1" V.I.F. LANDING 3'-7 1/2" V.I.F. 11" 9 TREADS (@11" E.A. = 9'-2" 14 TREADS (@11" E.A. = 11'-7" TV DNDNDNUPDNSTAIR 1 ENLARGED FOURTH FLOOR PLAN Scale: 1/4" = 1'-0"4 STAIR 1 ENLARGED FIFTH FLOOR PLAN Scale: 1/4" = 1'-0"5 20'-11 1/2" V.I.F. EXISTING STAIR TO REMAIN 4'-2" V.I.F. LANDING RCA-1 A502 A-500 8 A-500 5 A-500 5 A-500 8 FCA-1 A502 FCA-7 A502 A-500 5 A-500 5 A-500 5 FCA-7 A502 A AA BB CC 2.1 1.4 A BB CC 2.1 1.4 A BB CC 2.1 1.4 A BB CC 2.1 1.4 A BB CC 2.1 1.4 STAIR 1 217 - UNIT 304 217 - UNIT 204 STAIR 1 STAIR 1 STAIR 1 A-404 5 A-404 6 A-404 8 THE FOLLOWING LINE INDICATES THE LIMITS OF WORK NOT INCLUDED IN SCOPE OF WORK INDICATES 2-HOUR RATED ENCLOSURE 9'-6" V.I.F.11'-10" V.I.F.(EXISTING STAIR TO REMAIN)148.18°10 RISERS(@ 6.8" E.A.=5'-8 1/8")11 RISERS(@ 6.68" E.A.=6'-1 1/2")11 RISERS(@ 6.68" E.A.=6'-1 1/2")2 HOUR RATED STEEL INSULATED PAINTED AABBCC 16'-5" V.I.F.(EXISTING STAIR TO REMAIN)INDICATES 2-HOUR RATED ENCLOSURE12'-3" FLOOR TO FLOOR(V.I.F.)11'-4 1/2" FLOOR TO FLOOR(V.I.F.)9'-0"(V.I.F.)EXISTING STAIR EXISTING STAIR TO REMAIN EXISTING STAIR 8'-8" V.I.F.(CLEAR)5'-8 1/2" V.I.F.15'-3 3/8" V.I.F.9'-9 1/4" V.I.F.3'-4" V.I.F.(CLEAR)3'-10" V.I.F. (CLEAR)1'-3" V.I.F.6'-0 1/2" V.I.F.4 1/2"V.I.F.4'-10 1/2"V.I.F.EXISTING STAIR NEW STAIR NEW STAIR 8'-8" V.I.F.(CLEAR)3'-8"MIN. CLEAR11"V.I.F.3'-8"MIN. CLEAR19'-4" (V.I.F.) CLEAR 4'-1" V.I.F. LANDING 6'-0 1/2" V.I.F. 8 TREADS (@11" E.A. = 8'-3" 10 TREADS (@11" E.A. = 9'-2" 4'-2" V.I.F. LANDING 6'-11 1/2" V.I.F. 2'-1" V.I.F. 3'-4" R.O. NEW STAIR 8'-8" (V.I.F.)CLEAR3'-8"MIN. CLEAR11"V.I.F.3'-8"MIN. CLEAR19'-4" (V.I.F.) CLEAR 4'-1" V.I.F. LANDING 6'-0 1/2" V.I.F. 8 TREADS (@11" E.A. = 8'-3" 10 TREADS (@11" E.A. = 9'-2" 4'-2" V.I.F. LANDING 4'-7 1/2" V.I.F. 1'-10" V.I.F. 6"LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) LINE INDICATES 2-HOUR RATED ENCLOSURE (TYP.) NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS FOR ALL FRAMING SPECIFICATIONS AND DETAILS RCA-2 A502 OAK TREADS AND RISERS TO MATCH CORRIDOR FLOORING (TYP.) 1 1/2" DIA. STL. PIPE HANDRAIL PAINTED GWB STAIRWAY WALLS PAINTED, PNT-223 (TYP.)10 RISERS(@ 6.8" E.A.=5'-8 1/8")2'-10"(TYP.)2'-10"(TYP.)2'-10"(TYP.)2'-10"(TYP.)Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-701 INTERIOR STAIR (#1) PLANS AND SECTION LANDLORDEQUIPMENTCLOSETRESIDENCE LOBBY BELOWUPDNSTAIR 3STAIR 3 MEZZANINEEF GL 2 STAIR 3 SECTION Scale: 1/4" = 1'-0"A STAIR 3 ENLARGED FIRST FLOOR PLAN Scale: 1/4" = 1'-0"2 MAILBOXESLANDLORDEQUIPMENTCLOSETRESIDENCE LOBBYUPUPDNSTAIR 3DEF GL 2 STAIR 3 SECTION Scale: 1/4" = 1'-0"B STAIR 3 ENLARGED BASEMENT FLOOR PLAN Scale: 1/4" = 1'-0"1 CRAWL SPACEUPCRAWL SPACENEWMACHINE RMSTAIR #4 8 RISERS @ 6.375" = 51" STAIR 3 ENLARGED BALCONY LEVEL Scale: 1/4" = 1'-0"2B STAIR 3 ENLARGED SECOND FLOOR PLAN Scale: 1/4" = 1'-0"3 33'-7"DNRETRACTABLESHELFOVEN 180º CLEAR 180º CLEARCOATSMECH LINENMASTER BATHROOMKITCHEN4'-8 1/4"13'-9 3/4" 3'-4"3'-10"4'-8 3/4"4'-0"4'-7" 5 TREADS @ 11" 3'-4"8'-3" 9 TREADS @ 11" 21'-11 1/8" 10'-8 5/8" 4'-7"1'-0"1'-9 3/8" 2'-0" 11"3'-0"9'-0"3'-0"3'-0"2'-10"3'-6"14'-11 1/2" (V.I.F.)8'-7" (V.I.F.)7'-4" 8 TREADS @ 11" 8'-3" 9 TREADS @ 11" 4'-10 5/8" 2'-0" 4'-7"8'-3" 9 TREADS @ 11" 6'-0 3/8"3'-11 1/2"5'-2 3/4"18'-5 3/8" 13'-9" 15 TREADS @ 11" 4'-10"4'-0"2'-10"2'-10"3'-6"7'-4" 8 TREADS @ 11" 6'-5 5/8" 4'-2" 13'-9" 15 TREADS @ 11"8'-3 3/4"4'-7" 5 TREADS @ 11"5'-1"8 R. @ 7" (MAX)3'-6"6 R. @ 7" (MAX.)8'-7"(V.I.F)5'-9 3/4"10 RISERS @ 7" (MAX)9'-1 3/4"15 RISERS @ 6.875"14'-11 1/2"(V.I.F)1 HOUR RATED CEILING (2) LAYER 5/8" F.C. PAINTED TYPICAL LINE OF STAIR BEYOND TYPICAL NEW T&W WOOD (STAINED) LANDING SUPPORTED BY NEW STL. CHANNEL STRINGERS PAINTED TYPICAL 1 HOUR RATED CEILING (2) LAYERS 5/8" F.C. PAINTED TYPICAL 1 1/2" DIA. STL. PIPE HANDRAIL PAINTED STL. HANDRAIL BRACKETS PAINTED NEW METAL GUARD RAIL WITH CONT. WOOD CAP STAINED TYPICAL 1 HOUR RATED CEILING (2) LAYER 5/8" F.C. PAINTED TYPICAL 8'-3 3/4"1 HOUR RATED CEILING (2) LAYERS 5/8" F.C. PAINTED TYPICAL 5/8" GYP. BD. SUSPENDED CEILING 1 HOUR RATED CEILING (2) LAYERS 5/8" F.C. PAINTED TYPICAL 1 HOUR RATED CEILING (2) LAYERS 5/8" F.C. PAINTED TYPICAL 1 1/2" DIA. WOOD HANDRAIL STAINED STL. HANDRAIL BRACKETS PAINTED 1 HOUR RATED CEILING (2) LAYERS 5/8" F.C. PAINTED TYPICAL NEW OAK TREADS (STAINED) SUPPORTED BY NEW STL. CHANNEL STRINGERS PAINTEDTYPICAL 1 HOUR RATED CEILING (2) LAYERS 5/8" F.C. PAINTED TYPICAL 1 HOUR RATED CEILING (2) LAYER 5/8" F.C. PAINTED TYPICAL 2'-10"7'-9 5/8"7'-9 5/8"4'-2" 7'-4" 8 TREADS @ 11" FCA-1 A502 FCA-7 A502 FCA-2 A502 FCA-7 A502 A-500 3 A-500 8 A-500 8 A-500 8 A-501 10 FCA-1 A502 FCA-1 A502 FCA-1 A502 FCA-7 A502 FCA-7 A502 A-500 3A A-500 4 A-500 4 FCA-2 A502 FCA-2 A502 A-500 8 A-500 8 A B FE 1.3 1.2 A B FE 1.3 1.2 A B FE 1.3 1.2 A B FE 1.3 1.2 FCA-2 A502 NEW BASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 THIRD FLOOR - 217 SECOND FLOOR - 221 EXISTING BASEMENT NEW BASEMENT FIRST FLOOR SECOND FLOOR - 217 THIRD FLOOR - 217 SECOND FLOOR - 221 EXISTING BASEMENT MECH A-500 4 INDICATES 1-HOUR RATED ENCLOSURE (TYP.) INDICATES 1-HOUR RATED ENCLOSURE (TYP.) NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS FOR ALL FRAMING SPECIFICATIONS AND DETAILS GWB STAIRWAY WALLS PAINTED, PNT-223 (TYP.) GWB STAIRWAY WALLS PAINTED, PNT-223 (TYP.) STAIR HANGER PAINTED PNT-226 ELEVATED FRAMING AT MECHANICAL CLOSET 7'-0" (MIN)CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR NEW STEEL STAIR 5'-1"8 R. @ 7" (MAX)3'-6"6 R. @ 7" (MAX.)5'-9 3/4"10 RISERS @ 7" (MAX)9'-1 3/4"15 RISERS @ 6.875"C (TYP.) Revisions Job #: Drawn by:Ckd by: Date: SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com ISSUED FOR: PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 A-702 INTERIOR STAIR (#3) PLANS AND SECTION Stair Plans & Section Progress 05.12.2020 3/4" OAK TREAD, STAINED, 1/2" RADIUS AT NOSING 3/4" OAK RISER TO BE STAINED 3/4" PLY 11"1" BENT STEEL TRAY WITH STEEL ANGLE SUPPORTS ATTACHED TO CONCEALED STRINGER, CONTRACTOR TO PROVIDE SUPPORTS AS NECESSARY STAIR DETAIL Scale: 1 1/2" = 1'-0"C 1/2" X 1/2" STAINED OAK SCOTIA MOLDING EXIT SHAFT TO REMAIN ELEVATOR NEW 2-HOUR RATED ACCESS PANEL DOOR:CENDREX PFI SERIES36"X36" STORAGE (TYP.) ELECTRICAL ROOM E 217 TENANT ELEVATOR RESIDENCE LOBBY STORAGE STORAGE STORAGE STORAGE EXISTING MECHANICAL 221 - UNIT 203 LIVING 221 - UNIT 303 KITCHEN 221 - UNIT 403 KITCHEN 221 - UNIT 503 KITCHEN ELEVATOR Scale: 1/4" = 1'-0"A ELEVATOR FIRST FLOOR PLAN Scale: 1/4" = 1'-0"1 ELEVATOR SECOND FLOOR PLAN Scale: 1/4" = 1'-0"2 ELEVATOR THIRD FLOOR PLAN Scale: 1/4" = 1'-0"3 ELEVATOR FOURTH AND FIFTH FLOOR PLAN Scale: 1/4" = 1'-0"4 TV ELEVATOR KITCHEN LIVING EXIT SHAFT TO REMAIN STORAGE (TYP.) COATS OPEN TO ABOVE ELEVATOR TV EXIT SHAFT TO REMAIN STORAGE (TYP.) ELEVATOR ELEVATOR Scale: 1/4" = 1'-0"B ELEVATOR BASEMENT PLAN Scale: 1/4" = 1'-0"0 NEW ELEVATOR PIT NEW ELECTRICAL ROOM NEW MACHINE RMSTAIR #48 RISERS @ 6.375" = 51"5'-0"ELEVATOR PIT7"8'-9" (CLEAR)7'-6" (CLEAR) 1'-0"1'-0'8'-9" (CLEAR)7'-6" (CLEAR) 7'-6"1'-0"1'-0'8'-9"6'-0"6'-0"4'-3"3'-6"CLEAR OPENING1'-0"7'-6"1'-0"8'-9" (CLEAR)4'-3"1'-0"3'-10 1/2"3'-6"1'-4 1/2"1'-10"1'-4"6'-8"OFF SET FROM EXIST SHAFT OUTSIDE FACE OF STUDS TO INSIDE CORNER OF SHAFT DIRECTION OF SLOPE4'-3"1'-0"4'-3"1'-0"7'-6" (CLEAR)1'-0"8'-9" (CLEAR)1.32.1 ELEVATOR 5'-0"ELEVATOR PIT1'-0"7'-8"R.O.7'-8"R.O.7'-8"9'-4"M.O.7'-8"R.O.7'-8"R.O.13'-0"14'-0"7'-8"R.O.1'-2 3/8"1'-5 1/2" +/-VIF1'-0"4'-10"ROUGH OPENING3'-6"CLEAR OPENING4'-10"ROUGH OPENING3'-6"CLEAR OPENING4'-10"ROUGH OPENING3'-6"CLEAR OPENING4'-10"ROUGH OPENING(-1'9 1/2") EL (0' 0") EL (4' 6") EL (9' 11") EL (17' 11 1/2") EL (19' 5") EL (42' 9") EL (54' 7 1/2") EL (60' 9 5/8") EL (66' 0 3/16") EL (31' 3") EL A-500 2 A-500 2 A-500 2 A-500 2 A-500 2 A-500 2 A-500 2 A-500 2 2 A-500 A-500 2 A-500 11 A-500 A-502 FCA-3 RCA-1 A502 RCA-2 A502 RCA-1 A502 FCA-1 A502 FCA-1 A502 FCA-1 A502 A-500 2 A-500 2 A-500 2 A-500 2 A-500 1 FCA-6 A502 2 A-500 RCA-2 A502 2 A-500 2 A-500 2 A-405 2 A-405 1 A-405 A-500 2 A-502 FCA-3 BASEMENT FIRST FLOOR 0'-0" SECOND FLOOR - 217 (V.I.F) FOURTH FLOOR (V.I.F) FIFTH FLOOR (V.I.F) (V.I.F) ELEVATOR HEADHOUSE (V.I.F) SECOND FLOOR - 221 (V.I.F) THIRD FLOOR - 221 (V.I.F.) MECHANICAL (V.I.F.) NEW FLOOR (V.I.F.) (V.I.F) THIRD FLOOR - 217 NEW CMU SHAFT REFER TO STRUCTURAL DRAWINGS TYPICAL. EXIST BRICK MASONRY WALL TO REMAIN NEW CONT. RIGID MINERAL WOOL INSULATION FIRE BLOCKING AT EACH FLOOR LEVEL TYPICAL EXIST STONE FOUNDATION TO REMAIN TYPICAL NEW REINFORCED CONCRETE SLAB REFER TO STRUCTURAL DRAWINGS TYPICAL NEW REINFORCED CONCRETE TOPPING SLAB, REFER TO STRUCTURAL DRAWINGS (TYPICAL) EXIST CONCRETE SLAB TO REMAIN TYPICAL NEW WATERPROOFING ALL INTERIOR SIDES OF PIT FOUNDATION WALLS TYPICAL NEW CRYSTALLINE WATERPROOFING CONCRETE PIT TYPICAL 5/8" GYP. BD. SUSPENDED CEILING 5/8" GYP. BD. OVER 5/8" FURRING CHANNEL TYPICAL NEW CONT. RIGID MINERAL WOOL INSULATION FIRE BLOCKING AT EACH FLOOR LEVEL TYPICAL NEW CONT. RIGID MINERAL WOOL INSULATION FIRE BLOCKING AT EACH FLOOR LEVEL TYPICAL NEW CONT. RIGID MINERAL WOOL INSULATION FIRE BLOCKING AT EACH FLOOR LEVEL TYPICAL NEW CONT. RIGID MINERAL WOOL INSULATION FIRE BLOCKING AT EACH FLOOR LEVEL TYPICAL NEW MEMBRANE ROOFING FULLY ADHERED TO NEW ROOF DECK TYPICAL NEW R-49 CLOSED CELL SPRAY FOAM INSULATION TYPICAL NEW 2 HOURS RATED CEILING (4) 5/8" TYPE X GWB PAINTED TYPICAL NEW 2" RIGID INSULATION ABOVE ROOF TYPICAL NEW CONT. RIGID MINERAL WOOL INSULATION FIRE BLOCKING AT EACH FLOOR LEVEL TYPICAL NEW CMU FOUNDATION WALL SEE STRUCTURAL DRAWINGS TYPICAL NEW CONRETE FOOTING SEE STRUCTURAL DRAWINGS TYPICAL 5'-1" V.I.F.3'-6" V.I.F.14'-11 1/2" V.I.F.1'-6 1/2" V.I.F.11'-5 1/4" V.I.F.4" V.I.F.12'-2" V.I.F.11'-3 3/4" V.I.F.15'-1" V.I.F.A B 2.1 E1.4 A B 2.1 E1.4 A B 2.1 E1.4 A B 2.1 E1.4 A B 2.1 E1.4 A-703 C A-703 C A-703 C A-703 CA-703 C CONTINOUS MINERAL BATT INSULATION @ NEW CAVITY CONTINOUS MINERAL BATT INSULATION @ NEW CAVITY CONTINOUS MINERAL BATT INSULATION @ NEW CAVITY CONTINOUS MINERAL BATT INSULATION @ NEW CAVITY SUMP PUMP PIT. CONTRACTOR TO VERIFY DIMENSIONS FCA-2 A502 RCA-1 A502 FCA-2 A502 FCA-2 A502 SUMP PUMP PIT BEYOND, CONTRACTOR TO VERIFY DIMENSIONS AND LOCATION A-502 FCA-3 SIM. SIM. FCA-2 A502 FCA-2 A502 FCA-2 A502 CONTRACTOR TO VERIFY AND COORDINATE HOIST BEAM DETAILS CONTRACTOR TO VERIFY AND COORDINATE HOIST BEAM DETAILS NOTES: 1. CONTRACTOR TO VERIFY ALL FLOOR TO FLOOR HEIGHTS AND COORDINATE ELEVATOR LEVEL STOPS W/ ELEVATOR SHOP DRAWINGS. 2. CONTRACTOR IS TO FIELD VERIFY HEIGHTS OF ALL EMBEDDED PLATE ATTACHMENTS AT ELEVATOR SHAFT W/ ELEVATOR VENDOR. ELEVATOR SPECIFICATIONS EQUIPMENT DESCRIPTION: 3,500LB KONE MONOSPACE 500 PASSENGER ELEVATOR #1 ELEVATOR ACCESSORIES: HANDRAILS - ROUND, STRAIGHT ENDS (HR61) IN BRUSHED STAINLESS STEEL (4SS) SKIRTING - BRUSHED STAINLESS STEEL (4SS) CEILINGS - SQUARE, LED SPOTLIGHTS (CL97) IN BRUSHED STAINLESS STEEL (4SS) ELEVATOR WALL MATERIALS: WALL LAMINATE - WILSON ART ASIAN NIGHT (L418;7949-38) FLOORING: 1/2" FLOATING T&G HARDWOOD TO MATCH CORRIDORS KONE ELEVATOR 207.749.4251 ATTN: BENJAMIN BRENNAN * CONTRACTOR TO PROVIDE FINISH SUBMITTAL FOR OWNER/ ARCHITECT APPROVAL. PIT LADDER (MANUFACTURER SUPPLIED AND INSTALLED). CONTRACTOR TO COORDINATE CLEARANCES WITH MANUFACTURER'S REQUIREMENTS (TYP.) PIT LADDER (MANUFACTURER SUPPLIED AND INSTALLED). CONTRACTOR TO COORDINATE CLEARANCES WITH MANUFACTURER'S REQUIREMENTS (TYP.) NOTE: CONTRACTOR TO VERIFY ALL SHAFT DIMSENSIONS WITH ELEVATOR VENDOR PRIOR TO CONSTRUCTION (TYP.) A-500 5 81 Boylston Street, 2nd Floor Boston, MA 02445 617 . 879 . 9100 www.sousadesign.com PERMIT / CONSTRUCTION 06.12.2020 1863 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL EXCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 217-221 ESSEX STREET SALEM, MA 01970 DMG COORDINATION--05.29.2020 REVIEW ONLY--06.08.2020 PERMIT / CONSTRUCTION--06.12.2020 Elevator Plans & Sections Progress 05.12.2020 FINISH CEILNG 8'-6" A.F.F. (V.I.F.)VARIESV.I.F.ELEVATOR SHAFT WALL INDICATES CONTINOUS 1-HOUR RATED ASSEMBLY CONTRACTOR TO PROVIDE "J" BEAD @ GWB CEILING TERMINATION FINISHED CEILING, SEE REFLECTED CEILING PLANS CONTRACTOR TO COORDINATE ATTACHMENT TO MASONRY SHAFT WALL 20 MINUTE SMOKE PROTECTION SCREEN @ ELEVATOR DOORS (CONCEALED INSTALLATION): CORNELL SMOKESHIELD TM ELEVATOR MODEL ERF10 877.640.8825 D SCREEN TRACK AND CASING FASCIA BEYOND SMOKESHIELD HEADER DETAIL Scale: 2" = 1'-0"C SMOKESHIELD JAMB DETAIL Scale: 2" = 1'-0"D CORRIDOR ELEVATOR CAB SHAFT WALL 7/8" RESILIENT CHANNEL @ 24" O.C. 5/8" TYPE X GWB, PAINTED SEE LOBBY ELEVATIONS FOR DETAILS A-200 ELEVATOR JAMB SMOKE SHIELD ELEVATOR CAB 3/4" WHITE OAK TRIM, STAINED SNT-1 3/4" WHITE OAK CAP, STAINED SNT-1 3 1/2"3/4"1 1/2"BASEBOARD BELOW 4. The general contractor must field verify and review all existing framing for coordination with newly detailed structural assemblies. For the purpose of preparing these drawings, the engineer has assumed all walls and framing are plumb, level, align vertically and horizontally and all members are sound. Depending on conditions encountered, it may be necessary to modify the design. The G.C. must notify the Structural Engineer (SE) of varying conditions prior to beginning construction. 7. The Contractor shall provide and maintain shoring and bracing supports as required to preserve stability and prevent movement, settlement, or collapse of adjacent construction to remain. 10. Deferred submittals shall be submitted to the Structural Engineer for steel connection design (stamped) and steel stair design (stamped). 11. Mechanical equipment weights have not been provided for the design of supporting elements indicated on the drawings. The Contractor shall provide mechanical equipment weights, dimensions and locations to the Structural Engineer for review and/or design prior to construction / fabrication. 1. 2015 International Building Code, as amended, altered, or deleted by the provisions of the 9th Edition 780 CMR, Massachusetts Base Code amendments. 4. 2015 International Existing Building Code, as amended, altered, or deleted by the provisions of the 9th Edition 780 CMR, Massachusetts Base Code amendments. OCCUPANCY or USE UNIFORM CONCENTRATED Residential Multifamily dwellings Private rooms & Corridors serving them: 40 psf N/A Public Rooms & Corridors serving them: 100 psf N/A Stairs and Exits: 100 psf 300 lb. on tread Storage (Trash) Area: 125 psf N/A Stores Retail First Floor: 100 psf 1000 lb. Verizon Equipment Room: 60 psf N/A Risk II 50 1.0 1.0 1.0 35 20 psf Elevated Wood Floor dead load (with gypcrete): 25 psf Elevated Concrete Floor dead load: Design of floor framing members: 65 psf Method 1 Simplified Procedure Risk II 127 C 0.18 16.0 61.5 16.0 97.1 16.0 97.1 44.5 44.5 44.5 81.6 Earthquake Design for Existing Buildings: Not required since the proposed additions/alterations do not increase the force in any structural element by more than 5 percent nor do they decrease the strength of any structural element to less than required by the building code for new structures. Elevator Hoist Beam: 10,000 lbs 3000 pounds per square foot. Refer to the geotechnical engineering report by Geotechnical Partnership, Inc., dated March 19 2020, for additional subsurface information and recommendations. 2. Refer to the geotechnical engineering report for excavation, backfill, and compaction of structural fill procedures for all foundations and slabs. 3. Structural fill shall be granular material meeting the following gradation requirements: SIEVE SIZE % PASSING BY WEIGHT SIEVE SIZE % PASSING BY WEIGHT 8" 100 3/4" 45-95 6" -- No. 4 30-90 3" 70-100 No. 10 25-80 2" -- No. 40 10-50 1-1/2" -- No. 200 0-12 1"-- A soils testing lab shall test all material proposed for structural fill for classification according to ASTM D2487 and for laboratory compaction curve according to ASTM D1557. In addition, in-place soils shall be tested for compaction to a minimum 95% of its maximum density at or near optimum moisture. 4'-0" 9. Prism tests according to ASTM E447 are required prior to work. 18. Submittals to the Structural Engineer are required for mortar and grout mix designs with test results, masonry unit test data, accessories, hot and cold weather procedures and grouting method. Foundation Footings, Walls, Columns, Piers, Grade Beams, and Pile Caps: 3,000 psi, Normal Weight Max Slump (without plant added water reducer) = 4" +/- 1" Max Slump (with plant added water reducer) = 4" to 6" Max W/C Ratio = 0.55 Air Entrainment = 6% +/- 1% Elevated Slabs on Steel Deck: 4,000 psi, Normal Weight (150 pcf max.) Max Slump (without plant added water reducer) = 4" +/- 1" Max Slump (with plant added water reducer) = 4" to 6" Max W/C Ratio = 0.45 Do not use air entrainment admixture Interior Slabs on Grade and Housekeeping Pads: 3,500 psi, Normal Weight Max Slump (without plant added water reducer) = 4" Max Slump (with plant added water reducer) = 4" to 6" Max W/C Ratio = 0.50 Do not use air entrainment admixture ASTM C33 3/4" (Size No.67) for normal weight ASTM C33 3/8" (Size No.8) for normal weight Fill joints, unless otherwise noted with semi-rigid epoxy joint filler such as Metzger/McGuire MM-80 or equal. 15. Column anchor bolts shall be set by template at column footings and piers. concrete / masonry i 23. Submittals to the Structural Engineer are required for each concrete mix design to be used including mix designs, cementitious materials, aggregates, admixtures, and appropriate historic compressive strength test data per ACI 318. Hot and Cold Weather procedures and slab curing procedures. Epoxy/adhesive/acrylic/expansion anchor product data. Expansion joint materials, sealers and curing compound product data. WWF at elevated slabs shall be supported on bolsters with continuous plates, located over joists and beams (perpendicular to deck span) concrete and masonry 9. Submittals to the Structural Engineer are required for product data of all accessories, including WWF, chairs, bolsters and mechanical connectors. 5. All beam to beam and beam to column connections shall be double angle connections. 6. Shop connections, unless otherwise noted, shall be welded. Unless otherwise noted, beam connections shall provide shear/ moment capacity to support an ASD reaction equal to the following: W16 or greater: 18 kips, +/- 30 kip*ft (at moment frames only) W14 or smaller: 10 kips High strength (HS) anchor bolts shall be ASTM F1554 Gr. 55, Supplement 1 (weldable) headed bolts. 15. All columns and beams embedded in masonry piers/walls shall have ties/anchors at 16" o.c. each side/face in direction of wall unless otherwise noted. Primer for steel with fireproofing: Tnemec Series 394 Perime-Prime (or approved equal) applied at 2.5 - 3.5 mils DFT shall be used as the standard of quality and performance.] [Do not prime steel with fireproofing, see Architect for extent of areas to receive spray on fireproofing. and stairs, 22. Submittals to the Structural Engineer are required for mill tests and sealed connection calculations and sealed stair calculations. 26 gage 6. Unless otherwise noted, weld form deck 12 inches on center (36/4 pattern) to all structural supports with 5/8 inch diameter or larger puddle welds. Weld deck around openings, along braced frame and column lines, shear walls, and around the building perimeter at 6 inches on center including the sides of the deck. Side laps to be attached between supports w/ #10 screws, (3) per span. 12. Provide cell closure strips at changes in floor deck direction and floor deck ends. floor deck floor ABBREVIATIONS GENERAL: CODE: DESIGN LOADS: FOUNDATIONS: MASONRY: CONCRETE: REINFORCING STEEL: STRUCTURAL STEEL: STEEL DECK: 2x = 2" NOMINAL THICK LUMBER AB = ANCHOR BOLT AFF = ABOVE FINISH FLOOR ALT. = ALTERNATE ALUM. = ALUMINUM APPROX. = APPROXIMATE ARCH. = ARCHITECTURAL B/, B/O = BOTTOM OF ... BCX = BOTTOM CHORD EXTENSION BJ = BAR JOIST BLDG. = BUILDING BM. = BEAM BOT. = BOTTOM BP = BASE PLATE BRG. = BEARING BRP = BEARING PLATE BS = BRICK SHELF BTW = BETWEEN CANT. = CANTILEVER CFS = COLD FORMED STEEL CIP = CAST IN PLACE CJ = CONTROL JOINT CL. = CENTERLINE CLR. = CLEAR CMU = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE CONST. = CONSTRUCTION CONT. = CONTINUOUS COORD. = COORDINATE CTR. = CENTER DBL = DOUBLE Ø / DIA. = DIAMETER DIM. = DIMENSION DIST. = DISTANCE DJ = DOUBLE JOIST DK = DECK DN. = DOWN DWGS. = DRAWINGS EA. = EACH EF = EACH FACE EIBC = EXISTING INTERNATIONAL BLDG. CODE EL. = ELEVATION ELEC. = ELECTRICAL ELEV. = ELEVATOR EMBED. = EMBEDMENT ENG = ENGINEER EOD = EDGE OF DECK EOR = ENGINEER OF RECORD EOS = EDGE OF SLAB EQ. = EQUAL ERV = ENERGY RECOVERY UNIT EW = EACH WAY E. / EX. / EXIST. = EXISTING EXP. = EXPANSION EXT. = EXTERIOR FFE = FINISHED FLOOR ELEVATION FIN. = FINISHED FLR. = FLOOR FNDN. = FOUNDATION FT. = FEET FTG. = FOOTING GA. = GAUGE GALV. = GALVANIZED GC = GENERAL CONTRACTOR GEOTECH. = GEOTECHNICAL HDG = HOT DIPPED GALVANIZED HORIZ. = HORIZONTAL HSS = HOLLOW STRUCTURAL SECTION IBC = INTERNATIONAL BLDG. CODE IF = INSIDE FACE IN. = INCH INT. = INTERIOR JNT. = JOINT JP = JOIST BEARING PLATE JST. = JOIST K = KIP LB = POUND LGM = LIGHT GAUGE METAL LLH = LONG LEG HORIZONTAL LLV = LONG LEG VERTICAL LONG. = LONGITUDINAL L.P. = LOW POINT LP = LEVELING PLATE LSL = LAMINATED STRAND LUMBER LVL = LAMINATED VENEER LUMBER MANUF. = MANUFACTURER MAX. = MAXIMUM MECH. = MECHANICAL MEP = MECHANICAL, ELECTRICAL, PLUMBING MIN. = MINIMUM ML = MASONRY LINTEL MO = MASONRY OPENING MPH = MILES PER HOUR MAS. / MSNRY. = MASONRY MTL. = METAL NIC = NOT IN CONTRACT/SCOPE # / No. = NUMBER NTS = NOT TO SCALE OC / o.c. = ON CENTER OF = OUTSIDE FACE OPNG. = OPENING OSB = ORIENTED STRAND BOARD PAF = POWDER ACTUATED FASTENER PC = PRECAST PE = PROFESSIONAL ENGINEER PEMB = PRE-ENGINEERED METAL BLDG. PL. = PLATE PLF = POUNDS PER LINEAR FOOT PRE-ENG. = PRE-ENGINEERED PSF = POUNDS PER SQUARE FOOT PSI = POUNDS PER SQUARE INCH PSL = PARALLAM STRAND LUMBER PT = PRESSURE TREATED PWD. = PLYWOOD RAD. = RADIUS REC. = RECOMMENDATION REINF. = REINFORCING / REINFORCE(D) REQ'D. = REQUIRED REV. = REVISION RF = ROOF RO = ROUGH OPENING RTU = ROOF TOP UNIT SCHD. = SCHEDULE SE = STRUCTURAL ENGINEER SF = SQUARE FEET SIM. = SIMILAR SPEC. = SPECIFICATION STD. = STANDARD STIFF. = STIFFENER / STIFFEN(ED) STL. = STEEL STRUCT. = STRUCTURAL TBD = TO BE DETERMINED T/, T/O = TOP OF ... TCX = TOP CHORD EXTENSION THK. = THICK TJ = TIE JOIST T/O BS, TOBS = TOP OF BRICK SHELF T/O STL, TOS = TOP OF STEEL T/O WALL, TOW = TOP OF WALL TRANS. = TRANSVERSE TYP. = TYPICAL U/S = UNDERSIDE UNO = UNLESS NOTED OTHERWISE VB / VR = VAPOR BARRIER / RETARDER VERT. = VERTICAL VIF = VERIFY IN FIELD W/ = WITH W/O = WITHOUT WD. = WOOD WL. = WALL WK. PT. = WORK POINT WS. = WATERSTOP WWF / WWM = WELDED WIRE FABRIC / MESH 1. Structural drawings shall be used in conjunction with the architectural, mechanical, electrical and shop drawings, and specifications. 2. Unless otherwise noted, sections, details, notes, materials, and methods shown on any drawings are to be considered typical for all similar conditions. 3. In the event of a conflict between plans, specifications, and details, the Structural Engineer shall be notified immediately for clarification. 5. All dimensions, elevations, and conditions must be verified in the field by the Contractor. Any discrepancies between these drawings and as-built conditions shall be brought to the attention of the Structural Engineer before proceeding with any work. 6. The structure has been designed to be self-supporting and stable after the work shown on these drawings has been completed. The Contractor shall be responsible for the stability of the structure prior to the completion of work including but not limited to, jobsite safety, all shoring, bracing, erection methods, erection sequence, and forms required during construction. Temporary supports required for stability during all intermediate stages of construction shall be designed, furnished, and installed by the Contractor. 8. Shop drawings shall be submitted to the Structural Engineer (see each section for specific items and requirements). Fabrication shall not proceed until a satisfactory review is received, the Contractor is proceeding at their own risk if failure to do so. Erection shall be executed from final reviewed shop drawings only. 9. Items noted on drawings as "by others" or "designated for design by others" indicates design and supply of structural items not by TFM. These items are a designated design item that shall be submitted for approval. See Deferred Submittals. 12. These plans were prepared under the supervision of a licensed professional engineer. TFMoran Inc. assumes no liability as a result of any changes or non-conformance with these plans except upon the written approval of the Engineer of Record. 13. TFMoran Inc. assumes no liability for work performed without an acceptable program of testing and inspection as approved by the Engineer of Record. 14. Reproduction of structural drawings for shop drawings is not permitted. Electronic drawing files will not be provided to the Contractor unless a transfer agreement has been completed between the Structural Engineer and the Contractor. 15. All work shall comply with the building codes referenced on these drawings. 16. Do not scale drawings. Contact the Architect or Structural Engineer for dimensions not specifically shown. 1. MINIMUM UNIFORM LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS: 2. CONCENTRATED FLOOR LOADS: If listed above, the concentrated load shall be used to determine the greatest load effect. Unless otherwise specified, the indicated concentration shall be assumed to be uniformly distributed over an area of 2.5 feet square and located to produce the max. load effects. 3. ROOF SNOW LOAD: Category: Ground Snow Load, Pg :psf Snow Load Importance Factor, Is: Snow Exposure Factor, Ce: Thermal Factor, Ct: Flat Roof Snow Load, Pf:psf Drifting, sliding, and unbalanced snow loads: Per ASCE-7 Rain loads: Per ASCE-7 Roof live load: 20 psf MIN 4. DEAD LOAD: Roof dead load: 5. WIND DESIGN DATA: Wind loads have been determined using ASCE-7 . Category: Ultimate Wind Speed (3 second gust), Vult:mph Wind Exposure Category: Internal Pressure Coefficient: Components and Cladding Design Wind Pressure: Zone Per ASCE-7 MAX Positive (20 sf) MAX Negative (20 sf) 1 psf psf 2 psf psf 3 psf psf 4 psf psf 5 psf psf 6. EARTHQUAKE DESIGN DATA: 7. Other Loads: 1. Foundations have been designed to consist of continuous and spread footings bearing on inorganic, undisturbed natural soil or compacted structural fill having an allowable bearing pressure of The contractor is responsible for verifying these subsurface conditions, failure to do so will result in a disclaimer of responsibility by the Structural Engineer. 4. Unless otherwise noted, foundations shall be centered under supported members. 5. The bottom of perimeter and exterior foundations not on solid rock shall be at least below finished grade. 6. Keep foundation excavations free of water at all times. Protect all soil surrounding and under footings from freezing and frost action during the course of construction. 7. Bottom of excavations shall be reviewed by the Structural or Geotechnical Engineer prior to the placement of concrete. 8. Provide formwork for all footings, walls, and piers. Unless otherwise noted, earth formed foundations are not allowed. 9. Place backfill simultaneously on both sides of foundation walls to the grades indicated. Do not backfill or temporarily brace walls with uneven backfill until the floor slab at the top of the wall has been poured and/ or the concrete has attained 75% of its design compressive strength. 10. Provide 3/4" maximum aggregate within 12" of slabs on grade, unless otherwise noted by Geotechnical Engineer. 11. The bottom three (3) inches of footing excavations shall be finished with smooth-edged bucket or by hand shovel. 12. Use lean concrete (f'c = 1,500 psi) or structural fill for over-excavation of footings. 13. Refer to site, plumbing, mechanical, and electrical drawings for location of pipes and underslab conduit. Provide pipe sleeves for all pipe penetrations at foundation walls. 14. The G.C. shall identify all below grade utilities prior to commencing excavation activities. 1. Masonry construction shall conform to applicable Building Code Requirements for Masonry Structures ( ACI 530 / ASCE 5 / TMS 402 ). 2. Concrete masonry units (CMU) shall be nominal thickness unless noted otherwise on the contract drawings. 3. Specified masonry compressive strength, f'm = 2,000 psi - Inspected. 4. Hollow load bearing concrete masonry units shall be in accordance with ASTM C90 specifications for Normal weight (average oven-dry density of 125 pcf or more and max. water absorption of 13 pcf) and Lightweight (average oven-dry density less than 105 pcf and max. water absorption of 18 pcf). Load bearing CMU shall have a minimum average net area compressive strength of 1,900 psi according to ASTM C140. 5. Hollow non-load bearing concrete masonry units shall be in accordance with ASTM C129. All non-load bearing partitions shall be light weight CMU. 6. Mortar shall be ASTM C270 (property specification) Type S mortar with 28 day compressive strength of 1,800 psi. Mortar shall be preblended (bag or bulk) dry masonry mortar mix containing Portland cement, hydrated lime and dried masonry sand. Mortar mix shall NOT contain mortar cement or masonry cement. 7. Grout shall be ASTM C476, fine grout with minimum 28 day compressive strength of 3,000 psi. Grout shall contain Portland Cement Type I/II. 8. Vertical and horizontal deformed reinforcement shall be ASTM A615 grade 60. Horizontal joint reinforcement shall conform to ASTM A951, wire shall conform to A1064, mill galvanized coating according to ASTM A641 and hot-dipped galvanized at exterior walls according to ASTM ASTM A153. 10. Grout CMU solid at expansion anchor locations. 11. Cores and bond beams with reinforcing shall be filled solidly with grout. Filling such cores and bond beams with mortar is strictly prohibited. In addition, care shall be exercised in keeping cores free from mortar droppings. 12. Minimum reinforcing requirements for reinforced CMU walls shall conform to the schedule shown on the contract drawings and the applicable building code requirements. Reinforcing shall be spliced as per the min. lap length shown within the masonry reinforcing schedule. 13. Grout shall be placed using low or high lift grouting procedures conforming to ACI/ASCE. Terminate grout pours 1-1/2 inches below top course of placement. Provide clean-outs and transparent window covers at bottom of all high lift grouted cores. 14. Vertical reinforcing shall be securely held in proper alignment and position during grouting operations by using "Rebar Positioners," as manufactured by Wire Bond or approved equal. The product, in addition, shall allow for guiding the spliced reinforcing dropped from the top of the lift. 15. Masonry shall be braced during construction. Brace spacing shall not exceed ten times the wall thickness but not less than the procedures listed under NCMA-TEK 72. Design of all bracing is to be provided by the Contractor. 16. Provide full height vertical reinforcement at each side of control joints, window, door, and wall openings, at all ends of walls and corners. Reinforcing shall be grouted solid and match the diameter of the typical wall reinforcing, unless noted. 17. Provide pockets in walls with steel bearing plates for support of all beams framing into/onto walls unless noted otherwise. 1. All concrete work shall conform to the requirements of ACI 301 "Specifications for Structural Concrete” and ACI 318 “Building Code Requirements for Structural Concrete". 2. Concrete shall be a mix designed for ultimate strength in accordance with ACI 211.1 to achieve the following minimum 28-day compressive strengths: 3. Concrete shall conform to the following: Cement: Portland cement type I/II ASTM C150 Fly Ash: ASTM C618 Class C 20% to 35% or Class F 15% to 25% Ground granulated blast-furnace slag: ASTM C989 50% maximum Course aggregate: Fine aggregate: 4. Concrete shall not be cast in water or on frozen ground. 5. Mechanically vibrate and consolidate freshly cast concrete around reinforcing bars and against form surfaced to prevent the formation of air or stone pockets, honeycombing, pitting, or planes of weakness. Do not over vibrate such that aggregate separation occurs. 6. Cure and protect slabs for not less than seven (7) days with a curing compound conforming to ASTM C309 compatible with any intended floor overlay. Do not install finish flooring until the slab has adequately cured. 7. Elevated floor slabs shall be placed to the elevation indicated on the drawings. Provide maximum of 10% additional concrete as required due to formwork and floor framing deflection to achieve this top of slab elevation. The G.C. shall place concrete slabs with a surface finish tolerance, as defined by ACI to allow for both framing deflection and a uniform slab thickness. Depressions in floors between high spots shall not be greater than 5 16" below a 10'-long straight edge. 8. Contractor shall coordinate additional ASTM Floor Flatness (FF) and Floor Levelness (FL) requirements with Owner and Owner's equipment. 9. Top of foundation walls shall be smooth and level. 10. Produce, place and protect concrete during periods of cold weather as outlined in ACI 306.1 “Standard Specification for Cold Weather Concreting” and during periods of hot weather as outlined in ACI 305.1 “Standard Specification for Hot Weather Concreting”. 11. Horizontal construction joints shall be as indicated on the drawings. Vertical construction joints shall be approved by the architect and shall align with masonry wall control joints. Space vertical control or construction joints at concrete walls no more than 30'-0” on center. Construction joints shall be formed with a key, and reinforcing shall be lapped to develop the full tension capacity of the (smaller) bar. 12. Slab control joints, not shown on the drawings, shall be laid out in a square or rectangular fashion in accordance with ACI recommendations, Typical Slab-on-Grade Details and with the length not exceeding the width by 20%. No assurance is offered by TFM that random shrinkage cracking will not occur. Coordinate joint locations with Architect. Do not cut slab control joints on elevated composite slabs. 13. Exposed concrete shall be rubbed immediately after removal of forms, see architectural drawings for finish type. Interior finish slab surfaces shall have a steel trowel finish unless noted on structural, architectural or civil drawings. All finishes of concrete surfaces shall be approved by the Owner/tenant, prior to construction. 14. Openings in concrete walls shall be located, sized, and reinforced (with the exception of small openings and/ or sleeves of a size that will not displace or interrupt the continuity of the reinforcing) as shown on respective details. Any alterations require approval of the Structural Engineer. 16. No pipe shall pass through concrete without permission from the Structural Engineer. Pipe sleeves shall be provided and spaced a minimum of three (3) diameters apart. Pipes shall not pass through footings. 17. Unless otherwise noted, keys shall be 2"x4" with beveled sides. 18. Do not backfill foundation walls until the concrete has been in place for seven (7) days and attained 75% of its design compressive strength. Foundations shall achieve the design strength prior to supporting structural steel. 19. Place epoxy/adhesive/acrylic anchors in materials at manufacturer recommended temperature ranges. If temperature ranges cannot be achieved, coordinate appropriate epoxy/adhesive/acrylic material substitute for approval with structural engineer. 20. Post installed anchors shall be installed in sound n accordance with the manufacturer's recommendations / instructions. Reinforcing steel shall not be cut in order to install anchors. 21. Provide pockets in walls with steel bearing plates for support of all beams framing into/onto walls unless noted otherwise. 22. Notify Engineer of any wall and / or slab cracks of 18" or greater for review. 1. Reinforcing steel shall be deformed bars, free from loose rust and scale, and conforming to ASTM A615, Grade 60. 2. Welded wire fabric (WWF) shall conform to ASTM A185. Lap 1.5 squares at joints and tie at 3'-0" o.c. Furnish WWF in flat sheets. 3. Welded wire fabric (WWF) at slabs on grade shall be supported on chairs or bolsters spaced at 24"-36" or less, as required to maintain WWF at indicated clear cover location. 4. Clear concrete cover over bars shall be as follows unless otherwise noted (see ACI 318 for conditions not noted): Footings: 3 inches (bottom), 2 inches (top and side) Walls and Piers (exposed to earth): 2 inches (side) Walls and Piers (interior): 1 1/2 inches (side) Elevated slabs: 1 inch (top) Slab on grade: 2 Inches (top) 5. Accessories in contact with forms to be removed shall have upturned legs and be plastic-dipped after fabrication. Accessories for reinforcing shall be in accordance with ACI current edition. 6. Lap reinforcing to develop the full tension capacity of the (smaller) bar. Provide Class B splice unless noted otherwise. 7. No bars shall be cut or omitted in the field because of sleeves, duct openings or recesses. Bars may be moved aside without change in level with the prior approval of the Structural Engineer. 8. Shop or Erection drawings shall be submitted to the Structural Engineer showing the layout, spacing, lap lengths, quantity and sizes of all reinforcing. 1. Fabricate and erect structural steel in accordance with the applicable "Specification for Structural Steel for Buildings" and the "Code of Standard Practice" of AISC. Welding shall conform to the requirements of the "Structural Welding Code" of the American Welding Society. 2. Structural steel wide flange shapes shall conform to ASTM A992 (Fy = 50 ksi). Hollow Structural Sections (HSS) shall conform to ASTM A500, Grade B (Rectangular Fy = 46 ksi, Round Fy = 42 ksi). Pipe shall be ASTM A53, Grade B (Fy = 35 ksi). Structural steel channels, misc. shapes, plates, and angles shall conform to ASTM A36 (Fy = 36 ksi), unless otherwise noted. 3. Do not splice structural steel members without written approval of the Structural Engineer. 4. Bolted connections shall be made with three-quarter inch diameter high strength, ASTM A325-N bolts, unless otherwise noted. Connections at moment frames, braced frames, column splices and hangers shall be made with three-quarters inch diameter A325-SC (Slip critical) bolts, unless otherwise noted. 7. Shop camber steel beams as shown on the drawings. Camber tolerance shall be -0" or +1/2". Camber shall be measured with beam web vertical (erected condition) under its own dead load. 8. Anchor bolts shall be ASTM F1554 Gr. 36 headed bolts of the diameters and dimensions detailed, unless otherwise noted on the drawings. Anchor bolts shall be set by template. Hooked ("J" type) anchor bolts are not permitted. 9. Welding electrodes shall conform to AWS A5.1 E70XX series with proper rod to produce optimum weld (low hydrogen). 10. Unless otherwise noted, bolted connections with slotted holes shall be field-welded with one-quarter inch fillet welds after final field adjustment. 11. Provide 3/8" minimum fitted stiffener plates each side at beams' web framing over columns and at beams supporting columns above. 12. Provide 1/4" thick steel leveling plate on 3/4" min. non-shrink grout under all column base plates unless otherwise noted. Leveling plates shall be set and grouted prior to erecting columns. 13. Provide all angles, plates, anchors, bolts, etc., shown on architectural drawings. 14. Lintels for exterior masonry and structural steel exposed to weather shall be hot-dip galvanized according to ASTM A123. 16. Provide L4x4x1/4 minimum steel deck support angles as required at columns where structural members do not frame in at all four sides, at changes in deck span direction, at changes in floor and/ or roof planes over structural members, along diagonal cuts, and at all openings. Provide additional deck support where any framing connection prevents the deck from being adequately supported by framing members. 17. Provide holes in beam top flanges for nailer attachment at steel supporting wood framing, see schedules, details and notes for size and spacing. 18. Steel Primer: General Primer: Standard Alkyd Primer applied at 2.5 - 3.5 mil DFT shall be used as the standard of quality and performance. Color: grey Touch up paint in the field by the Contractor, unless otherwise noted. 19. The Steel fabricator is responsible for the design and detailing of all connections including moment connections, braced frame connections and beam and/or column stiffeners and doublers if required. All connections must be designed by a registered professional engineer in the state in which the project is being constructed. Certification of this design shall be provided with the shop drawings submittal for review by the engineer of record. 20. The design of steel stairs, hand rails, and guard rails are delegated for design by others and of the general contractor. All must be designed by a registered professional engineer in the state in which the project is being constructed. Certification of this design shall be provided with the shop drawings submittal for review by the engineer of record. 21. Shop or Erection drawings shall be submitted to the Structural Engineer for fabrication and erection of structural steel prior to fabrication. 1. All steel deck to be fabricated and erected in accordance with the Steel Deck Institute. 2. Galvanized metal deck shall be formed of steel sheets conforming to ASTM A653. Galvanized coating shall conform to ASTM Specification A 525-G60. Galvanized deck to receive shop coating of primer, coordinate with Architect. 3. Prime painted metal deck shall be formed of steel sheets conforming to ASTM A653. Steel deck shall have a coat of manufacturers standard rust-inhibitive primer, unless otherwise noted. 4. 9/16" deep, (minimum), galvanized steel unit floor form deck, Fy = 80 ksi (min.) shall have the following minimum properties per foot: I = 0.014 in4 Sp = 0.045 in3 Sn = 0.047 in3 5. 3-1/2" deep, 24" wide, 16 gage, primed Versa-Dek 3.5 LS steel roof deck (by New Millennium), Fy = 40 ksi (min.) shall have the following minimum properties per foot: Ip = 3.394 in4 In = 3.262 in4 Sp = 1.504 in3 Sn = 1.573 in3 7. Mechanical fasteners (screws, powder or pneumatically driven fasteners) are an acceptable alternate, provided that the type and size of the fastener meets the design criteria. Submit test data and design calculations / charts by the fastener manufacturer for review. 8. Unless shown otherwise on plans, design roof deck fasteners for minimum net wind uplift of 15 psf. 9. Size, location, and details of openings in metal deck shall be coordinated with the architectural, structural, and MEP drawings. 10. Deck shall be placed with corrugations perpendicular to supports, with 3-span min. condition. 11. End laps shall always occur over supporting joists or beams. Side lap a minimum of one corrugation with previously placed row (unless deck system provides side lap splice). 13. Deck supports are to be provided as required to support at changes in deck span direction, changes in planes over structural members, along diagonal cuts and at all openings such as angles, channels, bent plates, etc... 14. Support deck during concrete placement as required to meet SDI construction span recommendations. 15. Shop or Erection drawings shall be submitted to the Structural Engineer showing the layout, sizes, thickness, fastening and anchorage details. SOUSA design A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by:Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S001 GENERAL STRUCTURAL NOTES TABLE OF CONTENTS NAME # GENERAL STRUCTURAL NOTES S001 GENERAL STRUCTURAL NOTES S002 STATEMENT OF SPECIAL INSPECTIONS S003 STATEMENT OF SPECIAL INSPECTIONS S004 FOUNDATION / BASEMENT PLAN S101 FIRST FLOOR FRAMING PLAN S102 SECOND FLOOR FRAMING PLAN S103 THIRD FLOOR FRAMING PLAN S104 FOURTH FLOOR AND LOFT FRAMING PLANS S105 FIFTH FLOOR FRAMING PLAN S106 FIFTH FLOOR CEILING LEVEL FRAMING PLAN S107 ROOF FRAMING PLAN S108 BUILDING SECTION AT LINE 1.2 AND MISC. SCHEDULES S201 BUILDING SECTION AT LINE 1.3 S202 TYPICAL FOUNDATION DETAILS S301 ELEVATOR FOUNDATION SECTIONS S302 TYPICAL SECTIONS AND DETAILS S401 FRAMING SECTIONS S402 FRAMING SECTIONS S403 TYPICAL MASONRY SECTIONS, DETAILS AND SCHEDULES S501 TYPICAL MASONRY DETAILS S502 TYPICAL CFS DETAILS S601 WOOD:COLD-FORMED STEEL FRAMING: STRUCTURAL TESTS AND INSPECTIONS: 5. All wall sheathing panels shall be 1/2" thick, 32/16 (minimum), APA Rated and all sheathing panel edges shall be blocked, unless otherwise noted. Fasten with 8d common nails spaced at 6"o.c. at panel perimeter supported edges and 12"o.c. at interior intermediate supports (field) with 1 3/8" min. fastener penetration, unless otherwise noted. Lay wall sheathing with long dimension perpendicular to support members. 6. All floor sheathing panels (sub-floor) shall be 3/4" thick, APA Rated Sturd-I-Floor, 48/24 (minimum), T&G, Exposure 1 meeting DOC PS1 or PS2. Sheathing to be glued with adhesives meeting APA Spec. AFG-01 and fastened with 8d common nails spaced at 6"o.c. at panel perimeter supported edges and 12"o.c. at interior intermediate supports (field) with 1 3/8" min. fastener penetration, unless otherwise noted. Lay floor sheathing with long dimension perpendicular to support members and stagger sheathing panels in a row one half panel length with previous row. [Sheathing to be fastened to cold-formed metal framing with flathead teks 8-18 x 1-5/16" at 6" o.c. along panel edges and 12" o.c. at intermediate supports. 7. All roof sheathing panels shall be 5/8" thick (3/4" at flat roofs), 40/20 (minimum), C-D Exterior grade, APA rated Exposure 1 meeting DOC PS1 or PS2. Fasten with 8d common nails spaced at 6"o.c. at panel perimeter supported edges and 6"o.c. at interior intermediate supports (field) with 1 3/8" min. fastener penetration, unless otherwise noted. Lay roof sheathing with long dimension perpendicular to support members and stagger sheathing panels in a row one half panel length with previous row. Support edges of sheathing at roof pitch breaks with blocking. beams and headers 10. Laminated Veneer Lumber (LVL) members shall be 1.9E Trus Joist Microllam LVL as manufactured by Weyerhaeuser or approved equivalent. See minimum properties below. 11. Parallel Strand Lumber (PSL) members shall be 2.0E (Beam) or 1.8E (Columns) Trus Joist Parallam PSL as manufactured by Weyerhaeuser or approved equivalent. See minimum properties below 12. Laminated Strand Lumber (LSL) joists and stud members shall be 1.3E Trus Joist TimberStrand LSL as manufactured by Weyerhaeuser or approved equivalent. See minimum properties below 13. Glulam beam members shall be 24F-V4. Note: Glulam beams have a top and bottom side, do not install Glulam beams upside down. See minimum properties below. 14. Wood framing shall have the minimum design values: Min. Design Values Species / Material E (psi) Fb (psi) Fv (psi) Spruce-Pine Fir (SPF) No. 1/ No. 2: 1.4e6 875 135 Southern Pine (SP) No. 1: 1.4e6 1,100 175 Laminated Veneer Lumber (LVL) 1.9E members: 1.9e6 2,600 285 Parallel Strand Lumber (PSL) 2.0E (Beams): 2.0e6 2,900 290 Parallel Strand Lumber (PSL) 1.8E (Columns): 1.8e6 2,400 190 Laminated Strand Lumber (LSL) 1.3E (Joists / Studs): 1.3e6 1,700 400 Laminated Strand Lumber (LSL) 1.55E (Beams/ Headers): 1.55e6 2,325 310 15. Pressure treated (P.T.) wood shall meet the following standards for each condition of use: Pressure Min. AWPA Condition Treatment Retention Category Interior Construction: (Wood not exposed to weather, CCA, ACQ-C,D .25 UC2 in contact with concrete or masonry) CA-B .1 UC2 MCA-C .05 UC2 Above Ground, exterior construction: (Beams, joists and stringers CCA, ACQ-C,D .25 UC3B not in contact with the ground) CA-B .1 UC3B MCA-C .05 UC3B Ground Contact, fresh water: (Posts and members exposed to weather CCA, ACQ-C,D .4 UC4A and in ground contact) CA-B .21 UC4A MCA-C .15 UC4A Treated Sheathing 22. All wood fasteners and hangers in contact with pressure treated (P.T.) and or fire retardant treated (FRT) lumber are to be stainless steel or hot dipped galvanized (min 2.0 oz/ft^2). Hangers located in Ocean/Water Front environments shall be stainless steel. 24. The Contractor shall retain the service of a certified lumber grader to identify the existing wood members that have rot, insect damage, severely cracked, checked, split or otherwise have deteriorated to the point that it needs to be either reinforced or replaced. Existing conditions to be identified before proceeding with any work. 26. Submittals to the Structural Engineer shall include engineered lumber and hanger / connections product data, engineered lumber product data 1/360 13. Submittals to the Structural Engineer shall include structural analysis data signed and sealed by the professional engineer, registered in the state of the project's construction, responsible for their preparation. soils, pier foundations, concrete construction, masonry construction, steel construction 1. Work shall be in accordance with the applicable American Wood Council, ANSI / AF&PA, "National Design Specification for Wood Construction (NDS)" including "Design Values for Wood Construction", National Forest Products Association. 2. New wood for structural use shall have a moisture content as specified in the "National Design Specification for Wood Construction." 3. Wood construction shall conform to applicable IBC, Chapter and Section for "Conventional Light-frame Construction." 4. Sheathing panels shall be marked with the American Plywood Association (APA) trademark and shall meet the latest U.S. Product Standard PS 1 or APA PRP-108 Performance Standards. 8. Framing for walls, joists, rafters shall be Spruce-Pine-Fir (SPF) No. 1/ No. 2, unless noted. Dimensioned lumber represents nominal sizes. See minimum properties below: 9. Wood exposed to the weather or in contact with concrete or masonry shall be pressure treated (P.T.) Southern Pine No. 1, unless noted. See minimum properties below: . . Chromated Copper Arsenate (CCA), Alkaline Copper Quaternary (ACQ), Copper Azole (CA) and Micronized Copper Azole (MCA) Field treat cut ends of P.T. wood with Copper Naphthenate preservative such as Copper-Greene. 16. Wood to steel and wood to wood bolted connectors shall be made with ASTM A307 bolts with flat washers. Bolt holes in wood shall be 1/32" larger than the bolt. Wood nailers shall be fastened with (2) rows of 1/2" diameter bolts staggered at 2'-0" o.c. unless otherwise noted. 17. Fastening Schedule: Plate to Stud, Direct 2-16d Stud to Plate, Toenail 4-8d NOTE: SEE APPLICABLE IBC TABLE "FASTENING SCHEDULE" FOR FASTENING/ NAILING REQUIREMENTS NOT SHOWN. 18. The lateral bracing system includes plywood wall and roof sheathing. Contractor shall provide temporary bracing as required to laterally support the structure during construction. 19. Provide lateral support at all bearing points and along compression edges at intervals of 24"o.c. or closer. 20. Minimum section width = 1 3/4". The 3 1/2", 5 1/4", and 7" members may be combinations of 1 3/4" members. Follow manufacturers guidelines for Multiple Member Connections for side loaded beams. 21. Wood Construction Connectors shall be manufactured by Simpson Strong-Tie Co., MiTek Industries, Inc. or approved equal and installed in accordance with the manufacturers recommendations. 23. All non-load bearing / non-structural walls shall be held down from joists / rafters / trusses above. 25. Shop or Erection (placement) drawings shall be submitted to the Structural Engineer showing the layout, sizes and anchorage details for all engineered lumber framing. 1. Design, Fabricate, and Install cold-formed steel framing members and accessories plumb, square, and true to line, and with connections securely fastened, according to manufacturer's written recommendations and requirements, the requirements of the applicable International Building Code (IBC) and the applicable edition of the American Iron and Steel Institute (AISI) Specification. 2. Fasten cold-formed steel framing members by welding or screw fastening, as standard with fabricator. Wire tying of members is not permitted. 3. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. 4. Locate mechanical fasteners and install according to shop drawings, with screws penetrating joined members by not less than three exposed screw threads. 5. Provide cold-formed roof, floor, and wall metal framing members, connectors, and fasteners in accordance with the plan and detail drawings. 6. Roof, floor, and wall framing members shall be standard C-shaped steel joists, unpunched, with stiffened flanges, complying with ASTM C 955 and as follows: 7. Provide cold-formed steel framing capable of withstanding design loads within limits and under conditions indicated. Design loads shall be in accordance with applicable IBC Sections of Wind Loads and Earthquake Loads for components and cladding. Design Exterior Non-load-bearing wall framing for a maximum horizontal deflection of of the wall span. Minimum Uncoated Thickness: 20 GA. Standard C-shaped steel studs with a Minimum Flange Width: 1 5/8" Specified Yield Strength: Fy = 33 ksi (18 GA and thinner) Fy = 50 ksi (16 GA and thicker) Maximum studs spacing of 16" on center. 8. All galvanized studs, track, bridging, and accessories shall be formed from steel having a galvanized coating meeting the requirements of ASTM A 653. 9. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. Connect vertical deflection clips bypassing studs and anchor to primary building structure. 10. Install horizontal bridging in walls studs, spaced in rows indicated on Shop Drawings but not more than 48 inches apart. Fasten at each stud intersection. Bridging shall be determined by stud manufacturer. 11. All framing members shall be manufactured and supplied by Dietrich Industries, MarinoWare or approved equal. 12. Shop / Erection drawings shall be submitted to the Structural Engineer showing the layout, spacing, sizes, thickness, and types of cold formed steel framing, fastening and anchorage details, including mechanical fasteners. 1. Structural Tests, Inspections, and Reports for and other applicable construction shall be promptly submitted in writing to the Structural Engineer and Contractor. 2. Tests and Inspections shall be completed in accordance with the applicable IBC Special Inspection chapter. 3. The Special Inspection Coordinator shall be a licensed Professional Engineer registered in the state the project is located in. Unless specifically stated in writing and listed on the Statement of Special Inspections, TFM is not the Special Inspector or Special Inspections Coordinator and this service shall be provided as a direct contract to the Owner as per the Building Code. 4. A Final Statement of Special Inspections, stamped by the Special Inspector Coordinator, shall be provided to TFM at the completion of the project. The document shall be stamped by a professional engineer registered in the state the project is located in. 5. Remove and replace work where test results indicate that it does not comply with specified requirements. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 6. Concrete Masonry Units (CMU), Mortar, Grout, and Prism Testing: 6.1. Make 3 specimens for each type of test for each 5,000 square feet of masonry wall. 6.2. Test each mortar type in conformance with ASTM C780. 6.3. Test grout in each type of wall construction in conformance with ASTM C1019 using inch grout cubes. 6.4. Test concrete masonry units (CMU), for each type required, per ASTM C140. 6.5. Sample and test masonry prisms in conformance with ASTM C1314. 6.6. Inspect fully grouted, reinforced masonry cores. 6.7. Test one specimen at 7 days and the remaining two at 28 days. 6.8. Submit test results to the Architect of Record and Structural Engineer within 7 days. Report unacceptable results within 24 hours. 7. Concrete by independent testing agency and/ or structural engineer: Inspect steel reinforcement for size, spacing, cover, positioning, splices, and proper grade. Perform concrete tests for compressive strength, slump, air content, and temperature. 8. Post-Installed Anchorage by independent testing agency and/ or structural engineer: Inspect anchors for proper size, positioning, spacing, edge distance, embedment, and hole cleaning per the manufacturer's installation specifications. 9. Structural Steel by independent testing agency and/ or structural engineer: Inspect steel framing and connection installation. 10. Wood by independent testing agency and/ or structural engineer: Inspect wood framing, connection, and fastener installation. 11. Structural Observations: Notify engineer of progress of construction for coordination of site observations per Chapter 17 of the International Building Code (IBC). These observations are intended for review of general design intent and do not relieve the general contractor of their responsibility to perform quality control. SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S002 GENERAL STRUCTURAL NOTES #X INDICATES SLAB OVER-POUR, TYPICAL AT EXTERIOR DOOR, SEE TYPICAL OVER-POUR DETAIL. INDICATES STEPPED FOOTING, SEE "TYPICAL STEPPED FOOTING DETAIL" ON "TYPICAL FOUNDATION DETAILS" SHEET. SF INDICATES CONTROL JOINT, SEE "TYPICAL SLAB-ON-GRADE DETAILS" ON "TYPICAL FOUNDATION DETAILS" SHEET.CJ INDICATES STEP IN SLAB. INDICATES CONCRETE MASONRY UNIT (CMU) WALL. INDICATES SHEAR WALL HOLDOWN FROM ABOVE, SEE SHEAR WALL SCHEDULE. F-# OR R-# INDICATES FLOOR/ ROOF DECK SPAN DIRECTION AND TYPE. SEE PLAN NOTES FOR CONSTRUCTION INFO. INDICATES DOWNWARD SLOPE DIRECTION AND PITCH. "#" INDICATES SHEAR WALL MARK, SEE SHEAR WALL SCHEDULE FOR INFORMATION. "X" INDICATES HOLDOWN MARK, SEE HOLDOWN SCHEDULE OR SHEAR WALL SCHEDULE FOR INFORMATION. FASTEN SHEATHING TO ARROW SIDE OF WALL. SHEAR WALL SHALL EXTEND TO ENDS OF WALL OR TO END POSTS AT EACH END OF WALL. INDICATES STEEL MOMENT FRAME, STUB CANTILEVER, OR SPLIT CANTILEVER. SEE PLAN FOR INFO. PLAN SYMBOL LEGEND SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S003 STATEMENT OF SPECIAL INSPECTIONS SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S004 STATEMENT OF SPECIAL INSPECTIONS 1 S302 _ 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 1 S201 _1 S202 _ 2 S302 _ 1.35 REMOVE EXIST. SLAB FOR NEW COL. FOOTINGS F G E.5 D.6 2 '-0 " M I N . 1 2 " CM U 2'-0"12" CMU8'-9" +/- SHAFT12" CMUSAW CUT AND LOWER TOP OF EXIST. BRICK FOUND. WALL AS REQ'D FOR NEW ELEV. PIT SLAB SUPPORT 2 S302 _ EXIST. SLAB (-8'-8" +/-)EXIST. PIT SLAB (-13'-9" +/-) EXIST. SLAB (-8'-8" +/-) NEW 4" SLAB EL. (-12'-9" +/-) [ -13'-9" ] 2.15 EXIST. COL. TO REMAIN T O R EMA I N E X I ST . W A L L A N D BEA M (ABV.) F-5.5 SHORE EXIST. FRAMING AS REQ'D TO REMOVE EXIST. COL. AND FTG. AND INSTALL NEW COL. AND FTG. AS REQ'D F-3.0x5.5 10'-6" +/-8'-6" +/-NEW ELEVATOR FOUNDATION FOOTING OVER EXIST. MECH. RM. SLAB NEW ELEVATOR FOUNDATION WALLS AND FTG'S TO BE DRILLED, DOWELED AND EPOXY GROUTED TO EXIST. FOUNDATION EXIST. SLAB (-8'-8" +/-) [ -10'-5" ] [ -10'-9" ] 9 S301 _ E.3 E.7 SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.) 7 S402 _ P IT W ALL E XI ST .PIT WALLEXIST.2x6 WALL ONTO E X. PIT WALLNEW 2x6 W ALL (AB V.) REMOVE EXIST. WALLS FOR NEW M.O.'s AND PATCH EXIST. SLABS AS REQ'D (COORD. w/ ARCH.) REMOVE TOP OF EXIST. WALL AND PILASTERS AS REQ'D FOR NEW FLOOR FRAMING ________ S401 5A BP-1 BP-1 8" CMU WALL (TYP. U.N.) 6" CFS WA LL S TUD INFILL EXIST. MECH'L PIT w/ NEW 4" CONCRETE SLAB (FLUSH TOP w/ ELEVATOR FOUNDATION FOOTING) PLACED OVER COMPACTED STRUCT. FILL OR FLOWABLE FILL (TYP.) COORD. NEW COL. AND BASE PL. ON EXIST. PIT WALL w/ NEW STAIR AND ARCH. 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. FLOOR CONSTRUCTION: FINISHED CONCRETE FLOOR SLAB REINFORCED W/WWF 6x6-W2.1xW2.1 ON 95% COMPACTED CLEAN GRANULAR FILL; SEE GEOTECHNICAL REPORT, GENERAL NOTES AND TYPICAL SLAB ON GRADE DETAILS FOR MORE INFORMATION. 5. FOOTINGS TO BE CENTERED ON WALL AND COLUMN CENTERLINES UNLESS NOTED OTHERWISE 6. BOTTOM OF FOOTING ELEVATION = EXISTING SLAB ELEVATION UNLESS NOTED OTHERWISE. THE CONTRACTOR IS TO VERIFY ALL FOOTING ELEVATIONS WITH ARCHITECT AND FINAL FINISHED GRADES. 7. "F-#.#" INDICATES CONCRETE FOOTING, SEE "CONCRETE FOOTING SCHEDULE" FOR SIZE, REINFORCEMENT, AND ADDITIONAL FOOTING INFORMATION. 8. "P#" INDICATES CONCRETE PIER, SEE "CONCRETE PIER SCHEDULE" FOR SIZE, REINFORCEMENT, AND ADDITIONAL PIER INFORMATION. 9. (WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. COORDINATE ALL FLOOR PITCH, PITS, TRENCHES, POCKETS, BRICK SHELVES, SLEEVES, PENETRATIONS, AND INSERTS IN CONCRETE WALLS AND SLABS WITH ARCHITECTURAL AND MEP DRAWINGS. 11. SEE GEOTECHNICAL REPORT FOR DRAINAGE, BACKFILL AND SITE PREPARATION REQUIREMENTS. 12. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 13. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION REQUIREMENTS AND INFORMATION. 14. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FOUNDATION PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S101 FOUNDATION / BASEMENT PLAN CONCRETE FOOTING SCHEDULE MARK SIZE BOT. REINF. TOP REINF. COMMENTS F-3.0x5.5 3'-0"x 5'-6"x 1'-1" (5)- #5 E.W. (5)- #5 E.W. F-5.5 5'-6"x 5'-6"x 1'-5" (6)- #6 E.W. (6)- #5 E.W. 1/4" = 1'-0"1 FOUNDATION PLAN 1 S302 _ 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 EX. WEX. WEX. WEX. WEX. WEX. WEX. WEX. WEX. WEX. WEX. WEX. WEX . W 1 0 E X. W 1 0 EX . W 1 0 E X. W 1 0 E X. W 1 0 E X. W 1 0 E X. W 1 0 EX . W 1 0 E X. W 1 0 EX . W 1 0 E X. W 1 0 E X. W 1 0 E X. W 1 0 E X. W 1 0 E X. W 1 0 E X. W 1 0 E X . W 10 E X. W 1 0 E X. W 1 0 E X. W 1 0 E X . W 1 0 E X . W 10 E X. W 1 0 E X. W 1 0 E X . W 10 E X . W 10 E X. W 1 0 E X . W 10 E X. W 1 0 E X . W 10 E X. W 1 0 E X. W 1 0 E X . W 10 E X . W 10 E X. W 1 0 E X. W 1 0 E X . W 10 E X . W 10 E X . W 10 E X. W 1 0EX. 6" +/-SLAB(VERIFY)EXIST. FRMG IS ENCASED IN CONCRETE, UNABLE TO BE FIELD VERIFIED AND ASSUMED TO BE STEEL BEAMS (G.C. TO VERIFY) EXIST. CHIMNEY TO BE PARTIALLY REMOVED REMOVE AND REPLACE EXIST. CONCRETE SLAB AND STEEL DECK AS REQ'D REMOVE AND REPLACE EXIST. GLASS COVER w/ NEW CONCRETE SLAB AND GALV. STEEL DECK AS REQ'D REMOVE AND REPLACE EXIST. GLASS COVER w/ NEW CONCRETE SLAB AND GALV. STEEL DECK AS REQ'D COLUMN SUPPORT OVER EXIST. VAULT UNKNOWN EXIST. VAULT (BELOW) EXIST. 20"x20" BRICK PIERS EXIST. 16"x16" BRICK PIERS (TYP.) 1 S201 _1 S202 _ 2 S302 _ 1.35 HSS10x6x5/8HSS10x6x5/8F G E.5 D.6 EX. w/ DBL. 2x12's AT 32" O.C. (OFFSET SPCG 16" +/-)EX. 2x12's AT 32" +/-EXIST. 3x12'S AT 16" O.C. +/-FL. EL. = (-3'-6" +/-)NEW P.T. 2x12's AT 16" O.C. (TYP.)FL. EL. = (-3'-6")NEW 800 S162-54 (50 KSI) AT 16" o.c.NEW R.O. AS REQ'D FOR NEW BASEMENT STAIR (COORD. w/ ARCH.)P.T. 2x12's AT 16"EXIST. FRAMING OVER VAULT UNKNOWN 5 S402 _ 2 S302 _ ELEVATOR ELEV. PIT SLAB EL. (-8'-6" +/-) 6 S402 _ LOBBY FLOOR EL. (-3'-6" +/-) COORD. w/ ARCH. NEW P.T. 2x6 STUD WALL TO EXIST. SLAB BELOW 8 " C MU (A B V .) 1 2 " C M U B E L OW 4 S402 _ EXIST. 1ST FLOOR EL. (0'-0") EXIST. 1ST FLOOR EL. (0'-0") 2.15HSS12x4x1/4HSS12x4x1/4T O R EMA I N EXI S T . W A L L (ABV.) AN D B E A M INFILL EXIST. STAIR R.O.w/ NEW 2x10'S AT 16" O.C.EXIST. JOISTS IN HANGERS TO NEW HSS BM. (TYP.) NEW BM. BRG. PL. 3/4"x10"x10 ONTO EXIST. BRICK WALL CTR. SHORE EXIST. BM. AS REQ'D TO REMOVE AND REPLACE EXIST.COL. w/ NEW HSS12x4 COL.REQ'D FOR NEW POST ABV.CANTILEVER HSS BM. AS1'-8" +/-10'-6" +/-8'-6" +/-VI.F.8 S403 _ 7 S403 _ E.3 E.7 SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.) BRG WALL (TY P. U.N.) NEW 6" CFS REMOVE TOP OF EXIST. WALL AND PILASTERS AS REQ'D FOR NEW FLOOR FRAMING EQUAL 8" CMU EQUAL 7 S402 _ EXIST. CONCRETE VAULT (STRUCTURE UNKNOWN) EXIST. COL. ABV. NEW COL. ABV. w/ BP ONTO EX. BRICK WALL NEW SLAB EL. (-3'-6") M L-1 ML-1ML-1ML-111 S402 _ 2x6 WALL (2)-2x12 90°EXIST. 1ST FLOOR EL. (0'-0") (2)-2 x 12 PIT W ALL 2x6 BRG WALL OV ER E XIST . 9 S402 _PROVIDE DBL. JOIST AT HI / LO SLAB EDGE UNDER WALL ABOVE (COORD. w/ ARCH.)F-1F-3F-2ML-1ML-1ML-1COORD. NEW COL. w/ NEW STAIR AND ARCH. INFILL EX. M.O.INFILL EX. M.O. JOIST TO BE ANCHORED ALONG WALL SEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. TOP OF FLOOR ELEVATION VARIES (SEE PLAN AND ARCHITECT). 5. TOP OF STEEL ELEVATION VARIES. THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS WITH ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 6. ALL FRAMING SHOWN IS APPROXIMATE AND 7. APPROXIMATE LAYOUT OF EXISTING FRAMING IS SHOWN ON PLAN AND TO BE VERIFIED BY THE CONTRACTOR. 8. ALL FRAMING IS TO BE FLUSH FRAMED WITH PREFABRICATED LIGHT GAGE HANGERS UNLESS OTHERWISE NOTED AS DROPPED. 9. WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. EXTERIOR STUD WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH 1/2" MIN. PLYWOOD SHEATHING. NAIL SHEATHING WITH 8d COMMON NAILS AT 6" o.c. EDGE/ 12" o.c. FIELD. PROVIDE FLAT 2x6 BLOCKING BETWEEN STUDS FOR HORIZONTAL PANEL EDGE NAILING. 11. INTERIOR BEARING WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE, SEE ARCHITECTURAL DRAWINGS FOR SHEATHING THICKNESS. 12. IF ATTIC/ CEILING FRAMING IS TO REMAIN UNSHEATHED, TOP EDGES OF JOISTS SHALL BE BRACED AGAINST LATERAL BUCKLING BY INSTALLING CONTINUOUS 1x3 MIN. WOOD STRAPPING ACROSS TOPS OF JOISTS AT 4'-0" o.c. MAX., NAIL STRAPPING TO TOPS OF JOISTS WITH (2)-8d COMMONS. 13. UNLESS FASTENED WITH HANGERS TO A FLUSH HEADER/BEAM, INSTALL SOLID 2x BLOCKING BETWEEN RAFTERS/ TRUSSES OVER BEARING WALLS OR DROPPED BEAMS. 14. COORDINATE SIZE AND LOCATION OF ALL ROOF/FLOOR PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS, PROVIDE SUPPLEMENTAL FRAMING AROUND OPENINGS. 15. MAXIMUM WEIGHT OF MECHANICAL UNITS (INCLUDING WEIGHT OF CURB) USED IN THE DESIGN OF SUPPORTING MEMBERS ARE INDICATED ON THE PLANS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF UNITS. COORDINATE LOCATION OF SUPPORT FRAMING WITH ARCHITECT AND MECHANICAL CONTRACTOR FOR THE MECHANICAL UNITS SPECIFIED. 16. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN MECHANICAL UNITS AND FRAMING, COORDINATE WITH MECHANICAL CONTRACTOR. 17. PROVIDE BUILT UP 2x HEADERS WITH A MINIMUM OF 1 JACK AND ONE KING STUD FOR ALL WALL OPENINGS GREATER THAN 14" WIDE. ALL BUILT UP HEADERS TO BE SHIMMED FULL LENGTH WITH 1/2" SHEATHING TO MATCH WALL STUD THICKNESS. 18. ALL POSTS TO BE CONTINUOUS TO FOUNDATIONS U.N.O. PROVIDE SOLID BLOCKING AND OR SQUASH BLOCKS AT RIM JOISTS AND INTERMEDIATE BEARING POINTS OVER DROPPED BEAMS. 19. 'DJ' DENOTES DOUBLE JOIST. 20. PROVIDE JOIST/RAFTER BRIDGING AT 8'-0"O.C. MAX. 21. ALL JOISTS/RAFTERS TO ALIGN WITH INTERIOR AND EXTERIOR WALL STUDS. 22. ALL INTERIOR AND EXTERIOR BEARING/SHEAR WALL STUDS TO ALIGN FROM FLOOR TO FLOOR. 23. PROVIDE CONT. DOUBLE 2x NAILERS AT ALL RAFTER/JOIST BEARING LOCATIONS ON STEEL OR CONCRETE. 24. PROVIDE SIMPSON HURRICANE CLIPS AT ALL ROOF RAFTER/JOIST BEARING LOCATIONS SEE DETAILS FOR MORE INFORMATION. 25. "F-1" FLOOR CONSTRUCTION: 3/4" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 WOOD SHEATHING. PROVIDE 3/4" MAX. THICKNESS OF GYPCRETE IN AREAS INDICATED BY ARCHITECT. 26. "F-2" FLOOR CONSTRUCTION: 3,000PSI 3/4" MAX. THICKNESS GYPSUM CONCRETE ON EXISTING SHEATHING IN AREAS INDICATED BY ARCHITECT.. 27. "F-3" FLOOR CONSTRUCTION: 5" (MAX. - SLOPE TO 4" MIN.) CONCRETE SLAB SLOPED TO 4" MIN.. NORMAL WEIGHT CONCRETE ON 9/16" 26GA. SLAB FORM DECK REINFORCED WITH WWF 6x6 W2.1xW2.1. DO NOT CUT CONTROL JOINTS IN SLAB. PROVIDE BARRIER ONE CONCRETE ADMIXTURE. 28. "F-4" FLOOR CONSTRUCTION: 1" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 PLYWOOD SHEATHING ON 3.5" VERSA-DEK LS - 16 GA STEEL DECK. 29. "R1" ROOF SHEATHING: 5/8" THICK EXTERIOR GRADE(EXPOSURE 1) RATED WOOD SHEATHING. 30. ALL EXTERIOR WOOD CONNECTORS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 31. INSTALL WEB STIFFENERS/SQUASH BLOCKS IN I-JOISTS THAT SUPPORT BEARING WALLS ABOVE IN ACCORDANCE WITH I-JOIST MANUFACTURER'S SPECIFICATIONS 32. PROVIDE MINIMUM OF (4) 2x POSTS IN WALLS AT BEAM/GIRDER BEARING LOCATIONS (UNLESS NOTED OTHERWISE). 33. "ML-#" INDICATES MASONRY LINTEL, SEE TYPICAL DETAIL 34. "BRP" INDICATES BEARING POCKET, SEE "TYPICAL BEAM BEARING POCKET DETAIL FOR ADDITIONAL BEARING POCKET INFORMATION. 35. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 36. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 37. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FRAMING PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S102 FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"1 FIRST FLOOR FRAMING PLAN 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 EX. COL. ABV.EX. 2x12's AT 16" O.C. (TYPICAL)E X . 2x 1 2 's A T 1 6 " O .C . (T Y P I C A L ) EXIST. CHIMNEY TO BE PARTIALLY REMOVED 1 S201 _1 S202 _ EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV. TO BE REPLACED w/ NEW HSS EXIST. COL. ABV. (TO BE REMOVED) EXIST. COL. BELOW ONTO EXIST. VAULT EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV. EX. W W F24 EX. W W F24 EX. W 24 EX. W15EX. W15EX. W7EX. W7EX. COL. ABV. EX. COL. ABV. EX. COL. ABV. EX. COL. ABV.EX. COL.EX. COL.EX. COL.EX. COL.EX. COL.EX. COL.EX. COL.EX. COL.EX. COL.EX. COL.EX. 20" WALL 1.35 F GEX. W12EX. W12EX. WEX. W12EX. W12EX. WEX. WD.45 E.5 E.4 D.8 D.3 D.6 C.7 C.2 ATEX. 2x101'-4"COL. BELOW (ASSUMED) REMOVE EXIST. FLOOR FRMG AS REQ'D FOR NEW STAIR R.O. AND STEEL STAIR (COORD. w/ ARCH.)EX. COL.EX. COL.EX. COL.NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. EXIST. SUPPORT UNKNOWN MLEXIST. SHAFTELEVATOR 3 S402 _ E X I S T . B R I C K WA L L (B E L O W ) E X I S T . B R I C K WA L L (A B V .)NEW M.O. ABOVECOORD. w/ ARCH. FOR M.O. SILL DETAILS EXIST. 2ND FLOOR EL. (16'-5" +/-) EXIST. LOW 2ND FLOOR EL. (14'-11 1/2" +/-) E X. W 1 8 [ 1 5 '-10 " ] E X . W 18 [ 1 5 '-10 " ] E X . W 18 [ 1 5 '-10 " ] E X. W 1 8 [ 15 '-1 0 " ] E X. W 1 8 [ 15 '-1 0 " ] E X. W 1 2 [ 1 5 '-4 " ] E X. W 1 2 [ 1 5 '-4 " ] E X . W 12 [ 15 '-4 " ] E X. W 1 2 [ 1 5 '-4 " ] E X . W 12 [ 15 '-4 " ] E X. W 1 2 [ 1 5 '-4 " ] E X. W 1 2 [ 1 5 '-4 " ] E X. W 1 2 [ 1 5 '-4 " ]EX. W12[ 16'-10" ]EX. W12[ 16'-10" ]EX. W12[ 16'-10" ]EX. W12[ 16'-10" ]E X. W [ 1 5 '-4 " ] E X . W 12 [ 15 '-4 " ] 2.15 (3)-1 3/4x 9 1/4 LV L LVL UNDER NEW SHAFT WALL ABV. (3)-1 3/4 x 1 1 7 /8 L V L H E A DE R W A L L F RM G(2 )2 x 6 A T 1 6" POCKET ALL NEW STAIR BMS INTO EXIST. BRICK WALL (4" MIN.) H E A DE R (3)-1 3/4x 9 1/4 LV L SEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.)WP-1(3)-1 3/4 x 1 1 7/8 L V L LVL UNDER NEW SHAFT WALL ABV. ONTO NEW HEADER POST ABV.(3)1 3/4x14LVLWP-4WP-1SIMPSON EGQ5.37 SDS HANGER TO 14" LVLECC COL CAPE.3 E.7 SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.)HSS5x5x3/16EXIST. COL. ABV. NEW COL. ABV. AND REPLACE EX. COL. BELOW w/ NEW HSS EX. 8" COL.NEW COL. ABV. 1EX. W8COL.11 S501 TYP _______ WA L L EXIST. BRICK EXIST. LOW 2ND FLOOR EL. (14'-11 1/2" +/-)(3)-1 3/4x 9 1/2 LVL(3)-1 3/4x 14 L V L (2)-1 3/4x 14 L V L STAIR HANGER ROD AS REQ'D BY STAIR MANUF. TO PSL BM.ML-12x10 RIM JOISTHSS4x4x1/4REMOVE AND REPLACE ALL DAMAGED SHAFT WALL STUDS AND HEADERS (TYP.) DO NOT CUT OR REMOVE ANY EX. SHAFT SUPPORT FRAMING (TYP.) 8 S402 _ (2)-2 x 10 SIMPSON HHUS5.50/10 POCKET ALL BMS INTO EXIST. BRICK WALL (4" MIN.) REPLACE ALL WOOD SHAFT BRACING w/ STEEL (COORD. w/ EOR)F-2F-2 F-2F-2EX. 8x12COORD. NEW COL. w/ NEW STAIR AND ARCH. EXIST. COL. ABV. OFFSET 2" FROM BRG. WALL BELOW (SEE ARCH.)ML-1WELD NEW LINTELS TO EXIST. W COL. 12 S403 _ SEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. TOP OF FLOOR ELEVATION VARIES (SEE PLAN AND ARCHITECT). 5. TOP OF STEEL ELEVATION VARIES. THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS WITH ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 6. ALL FRAMING SHOWN IS APPROXIMATE AND 7. APPROXIMATE LAYOUT OF EXISTING FRAMING IS SHOWN ON PLAN AND TO BE VERIFIED BY THE CONTRACTOR. 8. ALL FRAMING IS TO BE FLUSH FRAMED WITH PREFABRICATED LIGHT GAGE HANGERS UNLESS OTHERWISE NOTED AS DROPPED. 9. WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. EXTERIOR STUD WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH 1/2" MIN. PLYWOOD SHEATHING. NAIL SHEATHING WITH 8d COMMON NAILS AT 6" o.c. EDGE/ 12" o.c. FIELD. PROVIDE FLAT 2x6 BLOCKING BETWEEN STUDS FOR HORIZONTAL PANEL EDGE NAILING. 11. INTERIOR BEARING WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE, SEE ARCHITECTURAL DRAWINGS FOR SHEATHING THICKNESS. 12. IF ATTIC/ CEILING FRAMING IS TO REMAIN UNSHEATHED, TOP EDGES OF JOISTS SHALL BE BRACED AGAINST LATERAL BUCKLING BY INSTALLING CONTINUOUS 1x3 MIN. WOOD STRAPPING ACROSS TOPS OF JOISTS AT 4'-0" o.c. MAX., NAIL STRAPPING TO TOPS OF JOISTS WITH (2)-8d COMMONS. 13. UNLESS FASTENED WITH HANGERS TO A FLUSH HEADER/BEAM, INSTALL SOLID 2x BLOCKING BETWEEN RAFTERS/ TRUSSES OVER BEARING WALLS OR DROPPED BEAMS. 14. COORDINATE SIZE AND LOCATION OF ALL ROOF/FLOOR PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS, PROVIDE SUPPLEMENTAL FRAMING AROUND OPENINGS. 15. MAXIMUM WEIGHT OF MECHANICAL UNITS (INCLUDING WEIGHT OF CURB) USED IN THE DESIGN OF SUPPORTING MEMBERS ARE INDICATED ON THE PLANS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF UNITS. COORDINATE LOCATION OF SUPPORT FRAMING WITH ARCHITECT AND MECHANICAL CONTRACTOR FOR THE MECHANICAL UNITS SPECIFIED. 16. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN MECHANICAL UNITS AND FRAMING, COORDINATE WITH MECHANICAL CONTRACTOR. 17. PROVIDE BUILT UP 2x HEADERS WITH A MINIMUM OF 1 JACK AND ONE KING STUD FOR ALL WALL OPENINGS GREATER THAN 14" WIDE. ALL BUILT UP HEADERS TO BE SHIMMED FULL LENGTH WITH 1/2" SHEATHING TO MATCH WALL STUD THICKNESS. 18. ALL POSTS TO BE CONTINUOUS TO FOUNDATIONS U.N.O. PROVIDE SOLID BLOCKING AND OR SQUASH BLOCKS AT RIM JOISTS AND INTERMEDIATE BEARING POINTS OVER DROPPED BEAMS. 19. 'DJ' DENOTES DOUBLE JOIST. 20. PROVIDE JOIST/RAFTER BRIDGING AT 8'-0"O.C. MAX. 21. ALL JOISTS/RAFTERS TO ALIGN WITH INTERIOR AND EXTERIOR WALL STUDS. 22. ALL INTERIOR AND EXTERIOR BEARING/SHEAR WALL STUDS TO ALIGN FROM FLOOR TO FLOOR. 23. PROVIDE CONT. DOUBLE 2x NAILERS AT ALL RAFTER/JOIST BEARING LOCATIONS ON STEEL OR CONCRETE. 24. PROVIDE SIMPSON HURRICANE CLIPS AT ALL ROOF RAFTER/JOIST BEARING LOCATIONS SEE DETAILS FOR MORE INFORMATION. 25. "F-1" FLOOR CONSTRUCTION: 3/4" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 WOOD SHEATHING. PROVIDE 3/4" MAX. THICKNESS OF GYPCRETE IN AREAS INDICATED BY ARCHITECT. 26. "F-2" FLOOR CONSTRUCTION: 3,000PSI 3/4" MAX. THICKNESS GYPSUM CONCRETE ON EXISTING SHEATHING IN AREAS INDICATED BY ARCHITECT.. 27. "F-3" FLOOR CONSTRUCTION: 5" (MAX. - SLOPE TO 4" MIN.) CONCRETE SLAB SLOPED TO 4" MIN.. NORMAL WEIGHT CONCRETE ON 9/16" 26GA. SLAB FORM DECK REINFORCED WITH WWF 6x6 W2.1xW2.1. DO NOT CUT CONTROL JOINTS IN SLAB. PROVIDE BARRIER ONE CONCRETE ADMIXTURE. 28. "F-4" FLOOR CONSTRUCTION: 1" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 PLYWOOD SHEATHING ON 3.5" VERSA-DEK LS - 16 GA STEEL DECK. 29. "R1" ROOF SHEATHING: 5/8" THICK EXTERIOR GRADE(EXPOSURE 1) RATED WOOD SHEATHING. 30. ALL EXTERIOR WOOD CONNECTORS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 31. INSTALL WEB STIFFENERS/SQUASH BLOCKS IN I-JOISTS THAT SUPPORT BEARING WALLS ABOVE IN ACCORDANCE WITH I-JOIST MANUFACTURER'S SPECIFICATIONS 32. PROVIDE MINIMUM OF (4) 2x POSTS IN WALLS AT BEAM/GIRDER BEARING LOCATIONS (UNLESS NOTED OTHERWISE). 33. "ML-#" INDICATES MASONRY LINTEL, SEE TYPICAL DETAIL 34. "BRP" INDICATES BEARING POCKET, SEE "TYPICAL BEAM BEARING POCKET DETAIL FOR ADDITIONAL BEARING POCKET INFORMATION. 35. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 36. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 37. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FRAMING PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S103 SECOND FLOOR FRAMING PLAN 1/4" = 1'-0"1 SECOND FLOOR FRAMING PLAN 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 EX. W 12. E X. W 12 . EX. W 1 2 E X . W 12 EX. W 1 2 E X. W 12 . E X. W 12 . EX. W 1 2 E X . W 12 EX. W 12.EX. 2x12's AT 16" O.C. (TYPICAL)E X . 2x 12 's A T 1 6" O .C . (T Y P I C A L )EX. 6x12E X . 4 x 12 E X . 4 x 1 2 EXIST. CHIMNEY TO BE PARTIALLY REMOVEDEX. W10EX. S10EX. 6x121 S201 _1 S202 _EX. 6x12EX. (3) 2x10EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV.EX. 4x10EX. 6x12EX. S10EX. (3) 2x6 EX. 4" COL. EX. HSS4x4 EX. HSS4x4 EX. W10EXIST. COL. ABV. EXIST. COL. ABV. EXIST. COL. ABV. EX. 4" COL.EX. S15EX. 6" COL.EX. 6x12EX. 6" COL. (ABV. & BELOW) (ABV. & BELOW) EXIST. COL. ABV. EXIST. COL. ABV.EXIST. 2x6 BEARING WALLEX. 20" WALL (BELOW) 1.35 EX. 4 x 1 2 E X. 4x 1 2 F G A.1 D.5 C.5 E.55 D.45 E.5 E.4 D.8 D.3 C.6 C.3 D.6 C.7 C.2 HSS4x4x5/16 ABV. AND BELOW EX. 6" COL.EX. 6" COL.EX. 6" COL.EX. 6" COL.EX. 6" COL.HSS4x4x5/16 ABV. AND BELOW HSS4x4x5/16 ABV. AND BELOW HSS4x4x5/16 ABV. AND BELOW HSS4x4x5/16 ABV. AND BELOW MLMLML-1ML-1EXIST. SHAFTELEVATOR 3 S402 _ W A L L E X I S T . B R I C K EXIST. 3RD FLOOR EL. (28'-3" +/-) EXIST. 3RD FLOOR EL. (28'-1 1/2" +/-)EX. W12[ 1'-0" ]EX. W12[ 1'-0" ]EX. W12[ 1'-0" ]EX. W12[ 1'-0" ]2.15 89.84°89.84°(3)-1 3 /4 x 9 1/4 L V L H EA DE R SEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.) W A L L F RM G2x6 A T 16 " H E AD ER POST ABV. 5 1/4 x 1 4 2.0E P S L B E A MH-2(3)-1 3/4x 9 1/4 LV L NEW PSL NOTCHED OVER EX. 6x12 POCKET PSL INTO EX. BRICK (SEE SECT 10/S501)W14x22W 8x 40 (LO ) POST ABOVE POST ABOVE (3 )-2x 1 2 BEAM SUPPORTS WALL ABOVE EXISTING BEAM/JOISTS SUPPORT WALL ABOVE REINFORCE EXIST. 2x12 W/ 2x12 SISTER BEAM SUPPORTS WALL ABOVEEX. 4x12(3)-1 3/4x 11 1/4 LVLSEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.)EX. 6x12W/ 1 3/4x11 1/4 LVL SISTEREX. 2x12EX. 2x12(3)-2x12BEAM SUPPORTS WALL ABOVE A T 1 6 " o .c . 2 x 1 2 A T 1 6 " o .c . (2 )-2 x 1 2 POST ABOVE L A N D I N G J O I S T E X . 2x 1 2 A T 1 6 " o .c . E.3 E.7 SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.)(3)-2x12BEAM TO BE ALIGNED UNDER POST ABOVE, TYP.(3)-2x12PROVIDE (3)-1 3/4x 11 1/4 LVL BEAM ALIGNED UNDER BEARING WALL, PROVIDE (1)-1 3/4x 11 1/4 LVL SISTER EA. SIDE IF EX. 2x12 ALIGNS. FASTEN W/ (2)-1/2" DIA. BOLTS AT 24" o.c. AND (3)-BOLTS EA. END(3)-2x12BEAM TO ALIGN UNDER POST ABOVE, TYP.(3)-2x12(3 )-2 x 1 2 BEAM TO BE ALIGNED UNDER POST ABOVE, TYP.(3)-2x12(3)-2 x 1 2 (3)-2x 1 2 W/ 2X10 SISTERREINF. EX. 2x12W/ 2x10 SISTERREINF. EX. 2x12(3)-1 3/4x 11 1/4 LVL(3)-1 3/4x 11 1/4 LVL(3)-1 3/4x 11 1/4 LVLW/ 2x10 SISTERREINF. EX. 2x12(3)-1 3/4x 11 1/4 LVLBEARING WALL ABOVE, TYP. HSS4x4x1/4 ABOVE HSS4x4x1/4 ABOVE HSS4x4x1/4 ABOVE HSS4x4x1/4 ABOVE (TO BE REMOVED)HSS4x4x1/4EX.HSS4x4PROVIDE BOLTED CONN. TO NEW HSS COL. REMOVE AND REPLACE EX. M3 BEAM w/ NEW W10HSS4x4x1/417 S401 _ TYP 18 S401 _ TYP 1 1 1 E.25 19 S401 _W10x12OVER BM.BELOW(VERIFY)A T 1 6 " o .c . 2 x 1 2 HATCH REGION DENOTES 2x10 SISTER, FASTEN w/ (2) ROWS OF 16d NAILS AT 12" O.C. AND (6) NAILS AT EA. END, TYP. 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______11 S501 TYP _______ 11 S501 TYP _______ REMOVE AND REPLACE ALL DAMAGED SHAFT WALL STUDS AND HEADERS (TYP.) DO NOT CUT OR REMOVE ANY EX. SHAFT SUPPORT FRAMING (TYP.) REMOVE AND REPLACE EX. BUILT-UP POST w/ NEW HSS COL.HSS4x4x1/41 1 1 C.4 11 S501 TYP _______(1)-1 3/4x 9 1/2 LVLREPLACE ALL WOOD SHAFT BRACING w/ STEEL (COORD. w/ EOR) EX . 6 x 12 E X . (4 ) 2 x 1 0w/ HANGERS TO EXIST.NEW 2x10 AT 16" INFILL FRMGE X. 4 x 10 E X . (3 ) 2 x 1 0F-2F -2 F-2F-2(3)-1 3/4x 11 7/8 LVL(ALIGN UNDER STAIR POST)(3)-1 3/4x 11 7/8 LVL(ALIGN UNDER STAIR POST)(3)-1 3/4x 11 7/8 LVL (ALIGN UNDER STAIR POST)W10x22SHORE EXISTING FRAMING AS REQ'D TO REMOVE EXIST. WALL AND INSTALL NEW W12's AND HSS COL's SHORE EXISTING FRAMING AS REQ'D TO REMOVE EXIST. WALL AND INSTALL NEW W12's AND HSS COL's W10x22NEW BRG PLATE HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4SHORE EXISTING FRAMING AS REQ'D TO INSTALL NEW HSS COL. 11 S403 _H-2SEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. TOP OF FLOOR ELEVATION VARIES (SEE PLAN AND ARCHITECT). 5. TOP OF STEEL ELEVATION VARIES. THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS WITH ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 6. ALL FRAMING SHOWN IS APPROXIMATE AND 7. APPROXIMATE LAYOUT OF EXISTING FRAMING IS SHOWN ON PLAN AND TO BE VERIFIED BY THE CONTRACTOR. 8. ALL FRAMING IS TO BE FLUSH FRAMED WITH PREFABRICATED LIGHT GAGE HANGERS UNLESS OTHERWISE NOTED AS DROPPED. 9. WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. EXTERIOR STUD WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH 1/2" MIN. PLYWOOD SHEATHING. NAIL SHEATHING WITH 8d COMMON NAILS AT 6" o.c. EDGE/ 12" o.c. FIELD. PROVIDE FLAT 2x6 BLOCKING BETWEEN STUDS FOR HORIZONTAL PANEL EDGE NAILING. 11. INTERIOR BEARING WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE, SEE ARCHITECTURAL DRAWINGS FOR SHEATHING THICKNESS. 12. IF ATTIC/ CEILING FRAMING IS TO REMAIN UNSHEATHED, TOP EDGES OF JOISTS SHALL BE BRACED AGAINST LATERAL BUCKLING BY INSTALLING CONTINUOUS 1x3 MIN. WOOD STRAPPING ACROSS TOPS OF JOISTS AT 4'-0" o.c. MAX., NAIL STRAPPING TO TOPS OF JOISTS WITH (2)-8d COMMONS. 13. UNLESS FASTENED WITH HANGERS TO A FLUSH HEADER/BEAM, INSTALL SOLID 2x BLOCKING BETWEEN RAFTERS/ TRUSSES OVER BEARING WALLS OR DROPPED BEAMS. 14. COORDINATE SIZE AND LOCATION OF ALL ROOF/FLOOR PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS, PROVIDE SUPPLEMENTAL FRAMING AROUND OPENINGS. 15. MAXIMUM WEIGHT OF MECHANICAL UNITS (INCLUDING WEIGHT OF CURB) USED IN THE DESIGN OF SUPPORTING MEMBERS ARE INDICATED ON THE PLANS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF UNITS. COORDINATE LOCATION OF SUPPORT FRAMING WITH ARCHITECT AND MECHANICAL CONTRACTOR FOR THE MECHANICAL UNITS SPECIFIED. 16. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN MECHANICAL UNITS AND FRAMING, COORDINATE WITH MECHANICAL CONTRACTOR. 17. PROVIDE BUILT UP 2x HEADERS WITH A MINIMUM OF 1 JACK AND ONE KING STUD FOR ALL WALL OPENINGS GREATER THAN 14" WIDE. ALL BUILT UP HEADERS TO BE SHIMMED FULL LENGTH WITH 1/2" SHEATHING TO MATCH WALL STUD THICKNESS. 18. ALL POSTS TO BE CONTINUOUS TO FOUNDATIONS U.N.O. PROVIDE SOLID BLOCKING AND OR SQUASH BLOCKS AT RIM JOISTS AND INTERMEDIATE BEARING POINTS OVER DROPPED BEAMS. 19. 'DJ' DENOTES DOUBLE JOIST. 20. PROVIDE JOIST/RAFTER BRIDGING AT 8'-0"O.C. MAX. 21. ALL JOISTS/RAFTERS TO ALIGN WITH INTERIOR AND EXTERIOR WALL STUDS. 22. ALL INTERIOR AND EXTERIOR BEARING/SHEAR WALL STUDS TO ALIGN FROM FLOOR TO FLOOR. 23. PROVIDE CONT. DOUBLE 2x NAILERS AT ALL RAFTER/JOIST BEARING LOCATIONS ON STEEL OR CONCRETE. 24. PROVIDE SIMPSON HURRICANE CLIPS AT ALL ROOF RAFTER/JOIST BEARING LOCATIONS SEE DETAILS FOR MORE INFORMATION. 25. "F-1" FLOOR CONSTRUCTION: 3/4" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 WOOD SHEATHING. PROVIDE 3/4" MAX. THICKNESS OF GYPCRETE IN AREAS INDICATED BY ARCHITECT. 26. "F-2" FLOOR CONSTRUCTION: 3,000PSI 3/4" MAX. THICKNESS GYPSUM CONCRETE ON EXISTING SHEATHING IN AREAS INDICATED BY ARCHITECT.. 27. "F-3" FLOOR CONSTRUCTION: 5" (MAX. - SLOPE TO 4" MIN.) CONCRETE SLAB SLOPED TO 4" MIN.. NORMAL WEIGHT CONCRETE ON 9/16" 26GA. SLAB FORM DECK REINFORCED WITH WWF 6x6 W2.1xW2.1. DO NOT CUT CONTROL JOINTS IN SLAB. PROVIDE BARRIER ONE CONCRETE ADMIXTURE. 28. "F-4" FLOOR CONSTRUCTION: 1" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 PLYWOOD SHEATHING ON 3.5" VERSA-DEK LS - 16 GA STEEL DECK. 29. "R1" ROOF SHEATHING: 5/8" THICK EXTERIOR GRADE(EXPOSURE 1) RATED WOOD SHEATHING. 30. ALL EXTERIOR WOOD CONNECTORS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 31. INSTALL WEB STIFFENERS/SQUASH BLOCKS IN I-JOISTS THAT SUPPORT BEARING WALLS ABOVE IN ACCORDANCE WITH I-JOIST MANUFACTURER'S SPECIFICATIONS 32. PROVIDE MINIMUM OF (4) 2x POSTS IN WALLS AT BEAM/GIRDER BEARING LOCATIONS (UNLESS NOTED OTHERWISE). 33. "ML-#" INDICATES MASONRY LINTEL, SEE TYPICAL DETAIL 34. "BRP" INDICATES BEARING POCKET, SEE "TYPICAL BEAM BEARING POCKET DETAIL FOR ADDITIONAL BEARING POCKET INFORMATION. 35. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 36. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 37. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FRAMING PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S104 THIRD FLOOR FRAMING PLAN 1/4" = 1'-0"1 THIRD FLOOR FRAMING PLAN 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 EX. 6x12EX. 6x10EX. 6x12EX. 6x12EX. 2x10 1 S201 _1 S202 _ E X . 6x 12 E X . (4 ) 2 x 1 0 E X. 6 x 12 EX. 6x12EX. (3)2x10EXIST. 3x10's AT 32" O.C. +/-EXIST. 2x10's AT 16" O.C. +/- (TYP.)E X. 4 x 10 EX. 4x10EX. W 28 EX. W 28 EX. W 24EX. W12.EX. W12.EX. W9EX. W9EXIST. PIPE COL. (ABOVE)EXIST. HSS COL. (ABOVE)EX. W12.EX. W12.EX. W12.EX. W12.HSS COL. (ABV.) OVER WT GRILLAGE BM.EX. (2)-1 3/4x 11 7/8 LVLEX. 4x6 TOP PLEX. 6x6 88.09°EX. (2) 1 3/4x 11 7/8 LVLEX. 6x10EXIST. HSS COL. ABV. 5 1/4x 5 1/4 1.8E PSL POST EX. (2) 2x6 EX. (2) 2x6 EX. (3) 2x6 5 1/4x 5 1/4 1.8E PSL POST EXIST. HSS COL. ABV. EXIST. HSS COL. ABV. 5 1/4x 5 1/4 1.8E PSL POST EXIST. HSS COL. ABV.EX. 6x10EX. 6x10EX. 6x6 EXIST. HSS COL. ABV.EX. (2) 1 3/4x 11 7/8 LVL(3)-1 3/4x 11 7/8 LVLEXIST. HSS COL. ABV. EX. HSS4x4 EX. 6" COL. EX. 6" COL. EXIST. PIPE COL. ABV. EXIST. PIPE COL. ABV. EX. 6x6 EXIST. 6x6 ABV. EX. 16" WALL OPEN TO BELOW 1.35 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW F G A.1 D.5 C.5 E.55 E.6 E.2 D.4 C.8 E.5 E.4 D.8 D.3 C.6 C.3 C.7 EX. 6" COL.EX. 6" COL.EX. 6" COL.EX. 6" COL.EX. 6" COL.HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16ML3 S402 _EXIST. SHAFTELEVATOR W A L L E X I ST . B R I C KML-12.15 NEW LOFT FLOOR EL. (SEE ARCH.) EXIST. 4TH FLOOR EL. (40'-3" +/-) E X . 6x 12 DO NOT CUT OR REMOVE ANY EX. SHAFT SUPPORT FRAMING (TYP.)(ABV.)SHAFTWALL(3)-1 3/4x 9 1/2 LVLH E A DE R (3)-1 3/4x 9 1/4 LV L (3)-1 3/4 x 9 1/4 LV L INFILL EXIST STAIR R.O. w/ 2x10's AT 16" (3)7.25 LVL(3)-1 3/4x 9 1/4 LV L SEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.)WP-1(3) JACKS AT EA. ENDWP-1NEW POST ONTO NEW PSL BELOW POST ABV. POST ABV. (3)-1 3 /4x 1 1 1 /4 L V L (3 )-1 3 /4 x 9 1 /4 L V L POST ABOVE SEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.)LANDING JOIST2x12 AT 16" o.c.L AN D IN G JO I S T 2 x 1 0 AT 1 6 " o .c . H -1 B.2 HSS3-1/2x3-1/2x3/8 HSS8x3x3/8HSS8x3x3/8SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.) L3-1/2x3-1/2x3/8 L 3-1/2x 3-1/2x 3/8 L3-1/2x3-1/2x3/8 L 3 -1 /2 x 3 -1 /2 x 3 /8 L3-1/2 x 3 -1 /2x 3 /8 L3-1/2 x 3 -1 /2x 3 /8HSS3-1/2x3-1/2x3/8HSS3-1/2x3-1/2x3/8L3-1/2x3-1/2x3/8 L3-1/2x3-1/2x3/8 HSS3-1/2x3-1/2x3/8 L3-1/2x3-1/2x3/8 L3-1/2x3-1/2x3/8HSS8x3x3/8 BEAM POCKET, SEE TYP. DETAIL CANTILEVER BEAM ENDHSS3-1/2x3-1/2x3/8H S S3-1/2x 3-1/2 x 3/8 HSS3-1/2x3-1/2x3/8(3)-362S137-33(3)-600S137-33(3)-362S137-33HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4(3)-362S137-33(3)-600S137-33(3)-600S137-33(3)-600S137-33(3)-362S137-33(3)-362S137-33(3)-600S137-33L3-1/2x3-1/2x3/8 AT 16" o.c. (20 GA MIN.) TYP. 3 5/8" STUD AT 16" o.c. (20 GA MIN) TYP. 6" STUD CUSTOM STAIR POST DESIGNED FOR 2K CONCENTRATED LOAD, TYP. 11 S401 _ 11 S401 _ 12 S401 _ 12 S401 _ 13 S401 _ 13 S401 _ 14 S401 _ 15 S401 _ 16 S401 _ 15 S401 _ 14 S401 _ F-4 F-4 F-4 F-4 F-4 1 1 1 E.25 CFS HEADER, SEE TYP. DETAIL CFS HEADER, SEE TYP. DETAIL CFS HEADER, SEE TYP. DETAIL CFS HEADER, SEE TYP. DETAIL CFS HEADER, SEE TYP. DETAIL 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______11 S501 TYP _______ 11 S501 TYP _______ REMOVE AND REPLACE ALL DAMAGED SHAFT WALL STUDS AND HEADERS (TYP.) 1 1 1 C.4 E.65 11 S501 TYP _______ REPLACE ALL WOOD SHAFT BRACING w/ STEEL (COORD. w/ EOR)w/ HANGERS TO EXIST.NEW 2x10 AT 16" INFILL FRMGEXIST. CHIMNEY TO BE PARTIALLY REMOVED BELOW EXIST. ROOFF-2ML-123 S401 _ SEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. TOP OF FLOOR ELEVATION VARIES (SEE PLAN AND ARCHITECT). 5. TOP OF STEEL ELEVATION VARIES. THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS WITH ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 6. ALL FRAMING SHOWN IS APPROXIMATE AND 7. APPROXIMATE LAYOUT OF EXISTING FRAMING IS SHOWN ON PLAN AND TO BE VERIFIED BY THE CONTRACTOR. 8. ALL FRAMING IS TO BE FLUSH FRAMED WITH PREFABRICATED LIGHT GAGE HANGERS UNLESS OTHERWISE NOTED AS DROPPED. 9. WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. EXTERIOR STUD WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH 1/2" MIN. PLYWOOD SHEATHING. NAIL SHEATHING WITH 8d COMMON NAILS AT 6" o.c. EDGE/ 12" o.c. FIELD. PROVIDE FLAT 2x6 BLOCKING BETWEEN STUDS FOR HORIZONTAL PANEL EDGE NAILING. 11. INTERIOR BEARING WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE, SEE ARCHITECTURAL DRAWINGS FOR SHEATHING THICKNESS. 12. IF ATTIC/ CEILING FRAMING IS TO REMAIN UNSHEATHED, TOP EDGES OF JOISTS SHALL BE BRACED AGAINST LATERAL BUCKLING BY INSTALLING CONTINUOUS 1x3 MIN. WOOD STRAPPING ACROSS TOPS OF JOISTS AT 4'-0" o.c. MAX., NAIL STRAPPING TO TOPS OF JOISTS WITH (2)-8d COMMONS. 13. UNLESS FASTENED WITH HANGERS TO A FLUSH HEADER/BEAM, INSTALL SOLID 2x BLOCKING BETWEEN RAFTERS/ TRUSSES OVER BEARING WALLS OR DROPPED BEAMS. 14. COORDINATE SIZE AND LOCATION OF ALL ROOF/FLOOR PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS, PROVIDE SUPPLEMENTAL FRAMING AROUND OPENINGS. 15. MAXIMUM WEIGHT OF MECHANICAL UNITS (INCLUDING WEIGHT OF CURB) USED IN THE DESIGN OF SUPPORTING MEMBERS ARE INDICATED ON THE PLANS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF UNITS. COORDINATE LOCATION OF SUPPORT FRAMING WITH ARCHITECT AND MECHANICAL CONTRACTOR FOR THE MECHANICAL UNITS SPECIFIED. 16. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN MECHANICAL UNITS AND FRAMING, COORDINATE WITH MECHANICAL CONTRACTOR. 17. PROVIDE BUILT UP 2x HEADERS WITH A MINIMUM OF 1 JACK AND ONE KING STUD FOR ALL WALL OPENINGS GREATER THAN 14" WIDE. ALL BUILT UP HEADERS TO BE SHIMMED FULL LENGTH WITH 1/2" SHEATHING TO MATCH WALL STUD THICKNESS. 18. ALL POSTS TO BE CONTINUOUS TO FOUNDATIONS U.N.O. PROVIDE SOLID BLOCKING AND OR SQUASH BLOCKS AT RIM JOISTS AND INTERMEDIATE BEARING POINTS OVER DROPPED BEAMS. 19. 'DJ' DENOTES DOUBLE JOIST. 20. PROVIDE JOIST/RAFTER BRIDGING AT 8'-0"O.C. MAX. 21. ALL JOISTS/RAFTERS TO ALIGN WITH INTERIOR AND EXTERIOR WALL STUDS. 22. ALL INTERIOR AND EXTERIOR BEARING/SHEAR WALL STUDS TO ALIGN FROM FLOOR TO FLOOR. 23. PROVIDE CONT. DOUBLE 2x NAILERS AT ALL RAFTER/JOIST BEARING LOCATIONS ON STEEL OR CONCRETE. 24. PROVIDE SIMPSON HURRICANE CLIPS AT ALL ROOF RAFTER/JOIST BEARING LOCATIONS SEE DETAILS FOR MORE INFORMATION. 25. "F-1" FLOOR CONSTRUCTION: 3/4" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 WOOD SHEATHING. PROVIDE 3/4" MAX. THICKNESS OF GYPCRETE IN AREAS INDICATED BY ARCHITECT. 26. "F-2" FLOOR CONSTRUCTION: 3,000PSI 3/4" MAX. THICKNESS GYPSUM CONCRETE ON EXISTING SHEATHING IN AREAS INDICATED BY ARCHITECT.. 27. "F-3" FLOOR CONSTRUCTION: 5" (MAX. - SLOPE TO 4" MIN.) CONCRETE SLAB SLOPED TO 4" MIN.. NORMAL WEIGHT CONCRETE ON 9/16" 26GA. SLAB FORM DECK REINFORCED WITH WWF 6x6 W2.1xW2.1. DO NOT CUT CONTROL JOINTS IN SLAB. PROVIDE BARRIER ONE CONCRETE ADMIXTURE. 28. "F-4" FLOOR CONSTRUCTION: 1" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 PLYWOOD SHEATHING ON 3.5" VERSA-DEK LS - 16 GA STEEL DECK. 29. "R1" ROOF SHEATHING: 5/8" THICK EXTERIOR GRADE(EXPOSURE 1) RATED WOOD SHEATHING. 30. ALL EXTERIOR WOOD CONNECTORS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 31. INSTALL WEB STIFFENERS/SQUASH BLOCKS IN I-JOISTS THAT SUPPORT BEARING WALLS ABOVE IN ACCORDANCE WITH I-JOIST MANUFACTURER'S SPECIFICATIONS 32. PROVIDE MINIMUM OF (4) 2x POSTS IN WALLS AT BEAM/GIRDER BEARING LOCATIONS (UNLESS NOTED OTHERWISE). 33. "ML-#" INDICATES MASONRY LINTEL, SEE TYPICAL DETAIL 34. "BRP" INDICATES BEARING POCKET, SEE "TYPICAL BEAM BEARING POCKET DETAIL FOR ADDITIONAL BEARING POCKET INFORMATION. 35. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 36. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 37. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FRAMING PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S105 FOURTH FLOOR AND LOFT FRAMING PLANS 1/4" = 1'-0"1 FOUTH FLOOR FRAMING PLAN 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 EXISTING ROOF (BELOW)EX. 8x12EX. 8x12EX. W12.EX. W12.EX. W12.EX. 8x12EX. W10EX. 8x12EX. W12.EX. 8x12EX. W10EX. W10EX. W10EX. W10EX. 3x 12 1 S201 _1 S202 _ E X. 3x 12 E X. 6x 12 EX. 6 x 12 EX. 6 x 12 EX. 6x12EX. 6x12EXIST. 3x12'S AT 16" O.C. +/- (TYP.)INFILL EXIST. ROOF ACCESS STAIR R.O. E X . 6x12E X . 6x12EX. 6x12EX. W 1 2 E X. W 12 EX. W 1 2 EX. W 1 2 EX. W12EX. W12E X. W 12 EX. W 1 2 E X. W 12 EX. W 1 2 E X. 6x1 2 E X. 6 x 1 2 E X. 6 x 1 2EX. W12EX. W12E X. W 12 EX. W 1 2EX. 4x12EX. 4x12E X. 4x 12 A TEX. 2x 12 1 '-4 " EX. 16" WALL EXIST. RTU LOCATIONS HAVE NOT BEEN REVIEWED, SUBMIT LOCATIONS, WEIGHTS AND SIZES FOR REVIEW, ADDT'L REINFORCING MAY BE REQ'D. G.C. TO CARRY APPROPRIATE CONTINGENCIES (TYP.) 1.35 F G D.5 C.5 E.6 E.2 D.4 C.8 C.7 EX. 6" COL.EX. 6" COL.EX. 6" COL.EX. 6" COL.EX. 6" COL.HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16SIMPSON JB210A HANGER, TYP. HSS4x4x1/4 STUB COLUMN TO EXIST. STEEL BEAM, PROVIDE 4"x8"x3/8" CAP PLATE & 4"x6"x3/8" BOTTOM PLATE W/ LINDAPTER GIRDER CLAMP, TYP. (1 OF 3)ML3 S402 _EXIST. SHAFTELEVATOR E XI ST . B R I C K W A L LML-1W12x192.15 EXIST. 5TH FLOOR EL. (51'-7 1/2" +/-) E X. 6 x 1 2 (3 )-1 3 /4 x 9 1/4 L V L (3 )-1 3 /4 x 9 1 /4 LV L INFILL EXIST. ELEV. R.O. w/ 2x12's AT 16"H-2(3)2x8SEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.) (3 )-1 3 /4 x 9 1/4 L V L (3)-1 3/4 x 9 1 /4 LV L SEE DET'S AND ARCH. FOR INTERMEDIATE LANDINGS, STRINGERS AND ADDT'L INFO (TYP.) CUT EXIST. STL. BEAM TO NEW COLUMN POST ABOVE W12x19WALL ABOVE & BELOW W12x19ABOVE EXISTING ROOF FRAMING2x10 AT 16" o.c.CUT EXIST. JOISTS TO NEW BEARING WALL, TYP. POST ABOVE (3)-1 3/4x 9 1/4 LV L (2 )-2x 10 (2)-2x10L A N DI N G JO IS T 2 x1 0 AT 1 6 " o.c . L A N DI N G JO IS T 2 x1 0 AT 1 6 " o.c . E X. 6x1 2 W10x15CUT EXIST. 6x12 AND PROVIDE SIMPSON HGU7.00-SDS, SKEWED AND SHIMMED AS REQ'D, TYP.CUT EX. 2x12CUT EX. 2x12SIMPSON LUS210R-18 HANGER, TYP. POST ABOVE 12 S402 _(3)-1 3/4x 11 7/8 LVL (LO)20 S401 _ PROVIDE SIMPSON THA ADJUSTABLE TRUSS HANGER ON STEEL BEAM NAILER AS REQ'D FOR LANDING ELEVATION CUT EXIST. 6x12 AND PROVIDE SIMPSON HGU7.00-SDS, SKEWED AND SHIMMED AS REQ'D (2 )-2x 1 0 (2 )-2 x 1 0 (2)-2x10SIMPSON HUS210-2TF, TYP. SIMPSON HB5.50/9.25 HANGER _______ S401 21 CUT EXIST. JOIST TO BEAR ON LVL, PROVIDE SIMPSON U210-R HANGER, TYP. B.2 SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.) PROVIDE SOLID BLOCKING BETWEEN RAFTERS AS REQ'D FOR ALL NEW ROOF BALLUSTER ASSEMBLIES (COORD. w/ ARCH.) 1 1 1 E.25 1 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______11 S501 TYP _______ 11 S501 TYP _______ REMOVE AND REPLACE ALL DAMAGED SHAFT WALL STUDS AND HEADERS (TYP.) DO NOT CUT OR REMOVE ANY EX. SHAFT SUPPORT FRAMING (TYP.) 1 1 C.4 E.65 NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. NEW COL. ABV. EX. 6" COL.EX.HSS4x4EX.HSS4x4EX.HSS4x4EX.HSS4x4EX.HSS4x4EX.HSS4x4EX. 8x12EX. 6x6EX. 6" COL.EX. 6" COL.EX.HSS4x4EX.HSS4x411 S501 TYP _______ REPLACE ALL WOOD SHAFT BRACING w/ STEEL (COORD. w/ EOR)w/ HANGERS TO EXIST.NEW 2x12 AT 16" INFILL FRMGF-2F-1HATCHED AREA INDICATES APPROX. LOCATION OF RTU BIGFOOT STAND. G.C. TO LOCATE LEGS OVER NEW (2) 1 3/4"x11 1/4" LVL RAFTERS (TYP.) (2)-1 3/4x 11 1/4 LVL(2)-1 3/4x 11 1/4 LVL(1)-1 3/4 x 1 1 1/4 L V L SEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. TOP OF FLOOR ELEVATION VARIES (SEE PLAN AND ARCHITECT). 5. TOP OF STEEL ELEVATION VARIES. THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS WITH ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 6. ALL FRAMING SHOWN IS APPROXIMATE AND 7. APPROXIMATE LAYOUT OF EXISTING FRAMING IS SHOWN ON PLAN AND TO BE VERIFIED BY THE CONTRACTOR. 8. ALL FRAMING IS TO BE FLUSH FRAMED WITH PREFABRICATED LIGHT GAGE HANGERS UNLESS OTHERWISE NOTED AS DROPPED. 9. WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. EXTERIOR STUD WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH 1/2" MIN. PLYWOOD SHEATHING. NAIL SHEATHING WITH 8d COMMON NAILS AT 6" o.c. EDGE/ 12" o.c. FIELD. PROVIDE FLAT 2x6 BLOCKING BETWEEN STUDS FOR HORIZONTAL PANEL EDGE NAILING. 11. INTERIOR BEARING WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE, SEE ARCHITECTURAL DRAWINGS FOR SHEATHING THICKNESS. 12. IF ATTIC/ CEILING FRAMING IS TO REMAIN UNSHEATHED, TOP EDGES OF JOISTS SHALL BE BRACED AGAINST LATERAL BUCKLING BY INSTALLING CONTINUOUS 1x3 MIN. WOOD STRAPPING ACROSS TOPS OF JOISTS AT 4'-0" o.c. MAX., NAIL STRAPPING TO TOPS OF JOISTS WITH (2)-8d COMMONS. 13. UNLESS FASTENED WITH HANGERS TO A FLUSH HEADER/BEAM, INSTALL SOLID 2x BLOCKING BETWEEN RAFTERS/ TRUSSES OVER BEARING WALLS OR DROPPED BEAMS. 14. COORDINATE SIZE AND LOCATION OF ALL ROOF/FLOOR PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS, PROVIDE SUPPLEMENTAL FRAMING AROUND OPENINGS. 15. MAXIMUM WEIGHT OF MECHANICAL UNITS (INCLUDING WEIGHT OF CURB) USED IN THE DESIGN OF SUPPORTING MEMBERS ARE INDICATED ON THE PLANS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF UNITS. COORDINATE LOCATION OF SUPPORT FRAMING WITH ARCHITECT AND MECHANICAL CONTRACTOR FOR THE MECHANICAL UNITS SPECIFIED. 16. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN MECHANICAL UNITS AND FRAMING, COORDINATE WITH MECHANICAL CONTRACTOR. 17. PROVIDE BUILT UP 2x HEADERS WITH A MINIMUM OF 1 JACK AND ONE KING STUD FOR ALL WALL OPENINGS GREATER THAN 14" WIDE. ALL BUILT UP HEADERS TO BE SHIMMED FULL LENGTH WITH 1/2" SHEATHING TO MATCH WALL STUD THICKNESS. 18. ALL POSTS TO BE CONTINUOUS TO FOUNDATIONS U.N.O. PROVIDE SOLID BLOCKING AND OR SQUASH BLOCKS AT RIM JOISTS AND INTERMEDIATE BEARING POINTS OVER DROPPED BEAMS. 19. 'DJ' DENOTES DOUBLE JOIST. 20. PROVIDE JOIST/RAFTER BRIDGING AT 8'-0"O.C. MAX. 21. ALL JOISTS/RAFTERS TO ALIGN WITH INTERIOR AND EXTERIOR WALL STUDS. 22. ALL INTERIOR AND EXTERIOR BEARING/SHEAR WALL STUDS TO ALIGN FROM FLOOR TO FLOOR. 23. PROVIDE CONT. DOUBLE 2x NAILERS AT ALL RAFTER/JOIST BEARING LOCATIONS ON STEEL OR CONCRETE. 24. PROVIDE SIMPSON HURRICANE CLIPS AT ALL ROOF RAFTER/JOIST BEARING LOCATIONS SEE DETAILS FOR MORE INFORMATION. 25. "F-1" FLOOR CONSTRUCTION: 3/4" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 WOOD SHEATHING. PROVIDE 3/4" MAX. THICKNESS OF GYPCRETE IN AREAS INDICATED BY ARCHITECT. 26. "F-2" FLOOR CONSTRUCTION: 3,000PSI 3/4" MAX. THICKNESS GYPSUM CONCRETE ON EXISTING SHEATHING IN AREAS INDICATED BY ARCHITECT.. 27. "F-3" FLOOR CONSTRUCTION: 5" (MAX. - SLOPE TO 4" MIN.) CONCRETE SLAB SLOPED TO 4" MIN.. NORMAL WEIGHT CONCRETE ON 9/16" 26GA. SLAB FORM DECK REINFORCED WITH WWF 6x6 W2.1xW2.1. DO NOT CUT CONTROL JOINTS IN SLAB. PROVIDE BARRIER ONE CONCRETE ADMIXTURE. 28. "F-4" FLOOR CONSTRUCTION: 1" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 PLYWOOD SHEATHING ON 3.5" VERSA-DEK LS - 16 GA STEEL DECK. 29. "R1" ROOF SHEATHING: 5/8" THICK EXTERIOR GRADE(EXPOSURE 1) RATED WOOD SHEATHING. 30. ALL EXTERIOR WOOD CONNECTORS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 31. INSTALL WEB STIFFENERS/SQUASH BLOCKS IN I-JOISTS THAT SUPPORT BEARING WALLS ABOVE IN ACCORDANCE WITH I-JOIST MANUFACTURER'S SPECIFICATIONS 32. PROVIDE MINIMUM OF (4) 2x POSTS IN WALLS AT BEAM/GIRDER BEARING LOCATIONS (UNLESS NOTED OTHERWISE). 33. "ML-#" INDICATES MASONRY LINTEL, SEE TYPICAL DETAIL 34. "BRP" INDICATES BEARING POCKET, SEE "TYPICAL BEAM BEARING POCKET DETAIL FOR ADDITIONAL BEARING POCKET INFORMATION. 35. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 36. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 37. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FRAMING PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S106 FIFTH FLOOR FRAMING PLAN 1/4" = 1'-0"1 FIFTH FLOOR FRAMING PLAN 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 1 S201 _1 S202 _ 10 S403 _ 1.35 F G D.5 C.5 E.6 E.2 D.4 C.8 C.7 2 S402 _ 1 S402 _ 2.15 12 S402 _ B.2 E.25 EX. 6" COL.EX. (3)2x10EX. 6x10 CEILING BM.EX. (3)2x10EX. 6x10 CEILING BM.EX. (3)2x10EXISTING ROOF (BELOW) PROVIDE BUILT-UP POST UNDER EXIST. CEILING BEAM TO NEW HEADER BELOW NEW 1 3/4"X9 1/2" LVL HEADER UNDER EX. CEILING BM. AND FACE NAILED TO EXIST. WALL STUDS AND EXTENDED OVER EA. PIER BELOW E X. C 10 E X . C 10 EXIST. C10 ANGLE FRAMES TO BE SUPPORTED ON NEW (2)1 3/4"x9 1/2" CEILING LVL's SPANNING ONTO WP1 IN NEW 2x6 BRG WALL AND NEW POCKET AT EXIST. BRICK WALL (SEE SECT. XX)REMOVE EXIST. TRUSSED FRMG AT CEILING LEVEL W A L L E X I ST . B R I C K MLE X I ST . B R I CK WA LL ADD X-BRACES AT COLUMN LINES AND PROVIDE 2x10 AT 24" O.C. CEILING FRAMING BETWEEN GRID LINES 1.2 AND 1.3 (SEE FRAME ELEVATIONS FOR ADDT'L INFO.) 10 S402 _______(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(2)-1 3/4x 9 1/2 LVLWP-1WP-1WP-1WP-1WP-1WP-1SISTER EXIST. SPLICED 6x10 w/ (3) NEW FULL LENGTH LVL's AT BAY w/ BM. SPLICE SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.) SEE ROOF LEVEL FRAMING PLAN FOR ADDT'L INFO.WP-1EX. BM.SPLICEEX. BM.SPLICEEX. BM.SPLICEEX. BM.SPLICEEX. BM.SPLICEEX. BM.SPLICEWP-1WP-1WP-1WP-1(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 11 1/4 LVL(1)-1 3/4x 11 1/4 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 11 1/4 LVL(1)-1 3/4x 11 1/4 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVLEX. (3)2x10AT2x101'-11 7/8"REMOVE AND REPLACE ALL DAMAGED SHAFT WALL STUDS AND HEADERS (TYP.) 1 1 C.4 E.65 BUILD UP EXIST. POST AND EXTEND LVL's ONTO BUILT UP POST TO BRICK PIER BELOW REPLACE ALL WOOD SHAFT BRACING w/ STEEL (COORD. w/ EOR)ML-1EXTENT OF BIGFO OT RTU FRAME ABO VE (SEE ROO F FRAMING PLAN FOR ADDT'L INFO)(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVL(1)-1 3/4x 9 1/2 LVLSEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S107 FIFTH FLOOR CEILING LEVEL FRAMING PLAN 1/4" = 1'-0"1 5TH FLOOR CEILING LEVEL FRAMING PLAN RIDGE R ID G E R ID G E 1.1 1.2 1.3 1.4 2.1 A B C D E 2.4 AA BB CC DD EE FF 2.32.252.2 E X. 5 x 12 EX. 6x12G.C. TO VERIFY CONDITION OF EACH RAFTER END ALONG ALL PARAPET WALLS FOR DETERIORATION AND NOTIFY E.O.R. ACCORDLY (TYP.) R ID G EEXIST. SKYLIGHT (ABOVE) PROVIDE RAFTER SUPPORT AT EXIST. CUT RAFTER EXIST. ELEV. MACH. RM. STEEL FLOOR BEAMS, GRATING AND SUPPORT FRAMES (TO REMAIN) REMOVE EXIST. SKYLIGHT AND INFILL EXIST. SHAFT w/ NEW 2x10's AT 16" O.C. EXIST. ELEV. MACHINE ROOM TO REMAIN (ABOVE) PROVIDE SOLID BLOCKING UNDER NEW LVL'S WITHIN EXIST. 2x6 CRIPPLE WALLS OVER EXIST. CEILING BEAMS 90°EXISTING ROOF (BELOW) EXIST. CHIMNEY TO BE PARTIALLY REMOVED SUPPORT EXIST. CHIMNEY R.O. HEADER ONTO FACE OF CMU w/ SIMPSON MASONRY HANGER REINF. ALL EXIST. BRICK PILASTERS w/ NEW FULL HT. VERTICAL PSL TO ROOF (SEE SECTIONS FOR ADDT'L) NOTE: EXIST. RAFTERS w/ ANY EXIST. BURN DAMAGE ARE TO BE SISTERED w/ NEW CONT. 2x12's FASTENED w/ (2) ROWS OF 16d NAILS AT 12" O.C. (EXIST. RAFTERS w/ EXIST. SISTERS DO NOT NEED TO BE REINFORCED) 1 S201 _1 S202 _ (ABOVE ) EX. SKYLI GHT I NFI L L NEW DBL. 2x10 NEW DBL. 2x10 NEW DBL. 2x10 NEW DBL. 2x10 (2)-1 3/4x 9 1/2 LVL (2)-1 3/4x 9 1/2 LVL NEW DBL. LVL TO BE INSTALLED ON R.O. SIDE OF EX. HEADER MEMBER AT NORTH SIDE OF SKYLIGHT. REMOVE AND REPLACE EX. BRIDGING AS REQ'D EXIST. 2x10 RAFTERS AT 16" O.C.EXIST. 2x10 RAFTERS AT 16" O.C.EXIST. 2x10 RAFTERS AT 16" O.C.NOTE: EXIST. RAFTERS w/ ANY EXIST. BURN DAMAGE ARE TO BE SISTERED w/ NEW CONT. 2x10's FASTENED w/ (2) ROWS OF 16d NAILS AT 12" O.C. (EXIST. RAFTERS w/ EXIST. SISTERS DO NOT NEED TO BE REINFORCED) FASTEN EA. PLY OF NEW LVL's TO EXIST. RAFTER w/ (2) ROWS OF 16d NAILS AT 12" O.C. SUPPORT ALL (3) MEMBERS TO EXIST. BRICK w/ SIMPSON HU610 HANGER, ATTACHED TO BRICK w/ (11) 3/16"x2 1/4" HILTI KWIK-CON II SCREWS SPACED AT 1.5" O.C. (TYP. AT EA.) NEW NEW LVL's TO EXIST. (SEE NOTE ABOVE) PROVIDE (1) NEW 2x10 RAFTER ON EA. SIDE OF EXIST. 2x10 RAFTER AND FASTEN EA. PLY w/ (2) ROWS OF 16d NAILS AT 12" O.C. AND (6) NAILS AT EA. END EXTENT OF BURNED RAFTER AREATO BE VIEWED AND REINFORCEDEXTENT OF BURNED RAFTER AREATO BE VIEWED AND REINFORCED8" CMU T/ WALL EL. = 14'-0" ABV. FIN. FL. EXIST. PENTHOUSE SHED (ABOVE) TO BE REMOVED T O B E R E MO VED S HE D (A B O V E ) REINF. EX. 2x10 w/ (2) NEW 2x10's AT EA. w/ SIMPSON HANGER AT EA. END REINF. EX. 2x10 w/ (1) NEW 1 3/4"x9 1/2" LVL, SUPPORTED OVER CORRIDOR WALL AND INSTALLED IN NEW BRICK POCKETS (2)-2x10(2)-2x10E X . D B L. 4x 12 E X. D B L. 4 x 1 2 E X . C 10 E X . C 10 EXIST. C10 ANGLE FRAMES TO BE SUPPORTED ON NEW (2)1 3/4"x9 1/2" CEILING LVL's SPANNING ONTO WP1 IN NEW 2x6 BRG WALL AND NEW POCKET AT EXIST. BRICK WALL (SEE SECT. XX) 10 S403 _ (C O N T. T O 1S T F L .)N EW 2 x 6 B R G W A LLWP-1WA LL E X I ST . B R I C K (1)-1 3/4x 9 1 /2 LV L C O N T. (1)-1 3/4 x 9 1 /2 L V L C O N T .WP-1WP-1NEW WP1 (6x6 WOOD POST) UNDER EA. EXIST SKYLIGHT HEADER AND CONT. TO 5TH FL. w/ SIMPSON CAP & BASE NEW WP1 (6x6 WOOD POST) UNDER EA. EXIST DBL. 4x12 HEADER AND CONT. TO 5TH FL. w/ SIMPSON CAP & BASE B R G W A LL N E W 2 x 6 ATEX. 2x101'-4"1.35 F G D.5 C.5 E.6 E.2 D.4 C.8 C.7 ML2 S402 _ 1 S402 _W8x18AT2x121'-4"W8 HOIST BEAM & HSS5x5 LIFE LINE SUPPORT B/ STL. EL = 13'-0" ABV. FIN. FL. (COORD. w/ ELEV. MANUF.)HSS5x5x3/8HSS5x5x3/8E X I ST . B R I CK WA LL(3)2x82.15 NEW HI / LO ROOF ADD X-BRACES AT COLUMN LINES AND PROVIDE 2x10 AT 24" O.C. CEILING FRAMING BETWEEN GRID LINES 1.2 AND 1.3 (SEE FRAME ELEVATIONS FOR ADDT'L INFO.)WP-1H-2WP-1WP-1(2)-2 x 10AT 16" o.c.FLAT 2x10(2)-2 x 10 FLAT 2x10 AT 16" o.c.AT2x101'-4"NEW ROOF HATCH (SEE ARCH.)(3)-1 3/4x 9 1/4 LVL(3 )-1 3 /4 x 9 1/4 L V LWP-5WP-5WP-5WP-5WP-5WP-5(2 )-2x 1 0 (2)-2x10(2 )-2 x 1 0 SIMPSON LUS28-2 HANGER EA. ENDH-2AT 16" o.c.FLAT 2x10A T 1 6 " o.c . S L O PE D 2 x1 0 H -2 BEAM SUPPORTS WALL ABOVE (SEE ARCH. FOR SLOPE)2x10 RAFTERS AT 16" o.c.(3)-2x1012 S402 _ 10 S402 _______ B.2 SEE FRAME ELEVATIONS FOR ADDT'L INFORMATION NOT SHOWN IN PLAN (TYP.) PROVIDE SOLID BLOCKING BETWEEN RAFTERS AS REQ'D FOR ALL ROOF BALLUSTER ASSEMBLIES (COORD. w/ ARCH.) SISTER EXIST. RAFTERS FOR NEW PARAPET ABOVE (TYP.) SISTER EXIST. RAFTERS FOR NEW PARAPET ABOVE (TYP.)SEE CEILING LEVEL FRAMING PLAN FOR ADDT'L INFO. 1 1 1 E.25 1 11 S501 TYP _______ 11 S501 TYP _______ 11 S501 TYP _______ REMOVE AND REPLACE ALL DAMAGED SHAFT WALL STUDS AND HEADERS (TYP.) 1 C.4 E.65 11 S501 TYP _______R-1ML-1HATCHED AREA INDICATES APPROX. LOCATION OF RTU BIGFOOT STAND. G.C. TO LOCATE LEGS OVER GRID LINE 1.2 AND LINE 1.3 WITH SOLID BLOCKING BETWEEN RAFTERS, OVER WALL UNDER EA. BIGFOOT LEG. PROVIDE ADDT'L WALL STUDS TO CEILING BM BELOW (TYP.) SEE SECT 1/S302 FOR TYPICAL ELEVATOR CMU REINFORCING 1. DO NOT SCALE THIS DRAWING. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. 0'-0" FLOOR REFERENCE ELEVATION = EXISTING FIRST FLOOR ELEVATION (SEE ARCHITECTS/CIVIL DRAWINGS FOR ACTUAL ELEVATION). 4. TOP OF FLOOR ELEVATION VARIES (SEE PLAN AND ARCHITECT). 5. TOP OF STEEL ELEVATION VARIES. THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS WITH ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 6. ALL FRAMING SHOWN IS APPROXIMATE AND 7. APPROXIMATE LAYOUT OF EXISTING FRAMING IS SHOWN ON PLAN AND TO BE VERIFIED BY THE CONTRACTOR. 8. ALL FRAMING IS TO BE FLUSH FRAMED WITH PREFABRICATED LIGHT GAGE HANGERS UNLESS OTHERWISE NOTED AS DROPPED. 9. WP-#) INDICATES WOOD POST AND (C-#) INDICATES STEEL COLUMN, SEE WOOD POST AND STEEL COLUMN SCHEDULE. SEE "STEEL COLUMN SCHEDULE" FOR BASE PLATE INFORMATION. 10. EXTERIOR STUD WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH 1/2" MIN. PLYWOOD SHEATHING. NAIL SHEATHING WITH 8d COMMON NAILS AT 6" o.c. EDGE/ 12" o.c. FIELD. PROVIDE FLAT 2x6 BLOCKING BETWEEN STUDS FOR HORIZONTAL PANEL EDGE NAILING. 11. INTERIOR BEARING WALL CONSTRUCTION: 2x6 STUDS AT 16" o.c. WITH GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE, SEE ARCHITECTURAL DRAWINGS FOR SHEATHING THICKNESS. 12. IF ATTIC/ CEILING FRAMING IS TO REMAIN UNSHEATHED, TOP EDGES OF JOISTS SHALL BE BRACED AGAINST LATERAL BUCKLING BY INSTALLING CONTINUOUS 1x3 MIN. WOOD STRAPPING ACROSS TOPS OF JOISTS AT 4'-0" o.c. MAX., NAIL STRAPPING TO TOPS OF JOISTS WITH (2)-8d COMMONS. 13. UNLESS FASTENED WITH HANGERS TO A FLUSH HEADER/BEAM, INSTALL SOLID 2x BLOCKING BETWEEN RAFTERS/ TRUSSES OVER BEARING WALLS OR DROPPED BEAMS. 14. COORDINATE SIZE AND LOCATION OF ALL ROOF/FLOOR PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS, PROVIDE SUPPLEMENTAL FRAMING AROUND OPENINGS. 15. MAXIMUM WEIGHT OF MECHANICAL UNITS (INCLUDING WEIGHT OF CURB) USED IN THE DESIGN OF SUPPORTING MEMBERS ARE INDICATED ON THE PLANS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF UNITS. COORDINATE LOCATION OF SUPPORT FRAMING WITH ARCHITECT AND MECHANICAL CONTRACTOR FOR THE MECHANICAL UNITS SPECIFIED. 16. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN MECHANICAL UNITS AND FRAMING, COORDINATE WITH MECHANICAL CONTRACTOR. 17. PROVIDE BUILT UP 2x HEADERS WITH A MINIMUM OF 1 JACK AND ONE KING STUD FOR ALL WALL OPENINGS GREATER THAN 14" WIDE. ALL BUILT UP HEADERS TO BE SHIMMED FULL LENGTH WITH 1/2" SHEATHING TO MATCH WALL STUD THICKNESS. 18. ALL POSTS TO BE CONTINUOUS TO FOUNDATIONS U.N.O. PROVIDE SOLID BLOCKING AND OR SQUASH BLOCKS AT RIM JOISTS AND INTERMEDIATE BEARING POINTS OVER DROPPED BEAMS. 19. 'DJ' DENOTES DOUBLE JOIST. 20. PROVIDE JOIST/RAFTER BRIDGING AT 8'-0"O.C. MAX. 21. ALL JOISTS/RAFTERS TO ALIGN WITH INTERIOR AND EXTERIOR WALL STUDS. 22. ALL INTERIOR AND EXTERIOR BEARING/SHEAR WALL STUDS TO ALIGN FROM FLOOR TO FLOOR. 23. PROVIDE CONT. DOUBLE 2x NAILERS AT ALL RAFTER/JOIST BEARING LOCATIONS ON STEEL OR CONCRETE. 24. PROVIDE SIMPSON HURRICANE CLIPS AT ALL ROOF RAFTER/JOIST BEARING LOCATIONS SEE DETAILS FOR MORE INFORMATION. 25. "F-1" FLOOR CONSTRUCTION: 3/4" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 WOOD SHEATHING. PROVIDE 3/4" MAX. THICKNESS OF GYPCRETE IN AREAS INDICATED BY ARCHITECT. 26. "F-2" FLOOR CONSTRUCTION: 3,000PSI 3/4" MAX. THICKNESS GYPSUM CONCRETE ON EXISTING SHEATHING IN AREAS INDICATED BY ARCHITECT.. 27. "F-3" FLOOR CONSTRUCTION: 5" (MAX. - SLOPE TO 4" MIN.) CONCRETE SLAB SLOPED TO 4" MIN.. NORMAL WEIGHT CONCRETE ON 9/16" 26GA. SLAB FORM DECK REINFORCED WITH WWF 6x6 W2.1xW2.1. DO NOT CUT CONTROL JOINTS IN SLAB. PROVIDE BARRIER ONE CONCRETE ADMIXTURE. 28. "F-4" FLOOR CONSTRUCTION: 1" T&G C-D EXT. GRADE, APA RATED EXPOSURE 1 PLYWOOD SHEATHING ON 3.5" VERSA-DEK LS - 16 GA STEEL DECK. 29. "R1" ROOF SHEATHING: 5/8" THICK EXTERIOR GRADE(EXPOSURE 1) RATED WOOD SHEATHING. 30. ALL EXTERIOR WOOD CONNECTORS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 31. INSTALL WEB STIFFENERS/SQUASH BLOCKS IN I-JOISTS THAT SUPPORT BEARING WALLS ABOVE IN ACCORDANCE WITH I-JOIST MANUFACTURER'S SPECIFICATIONS 32. PROVIDE MINIMUM OF (4) 2x POSTS IN WALLS AT BEAM/GIRDER BEARING LOCATIONS (UNLESS NOTED OTHERWISE). 33. "ML-#" INDICATES MASONRY LINTEL, SEE TYPICAL DETAIL 34. "BRP" INDICATES BEARING POCKET, SEE "TYPICAL BEAM BEARING POCKET DETAIL FOR ADDITIONAL BEARING POCKET INFORMATION. 35. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER. 36. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 37. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ALL ADDITIONAL INFORMATION FRAMING PLAN NOTES SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S108 ROOF FRAMING PLAN 1/4" = 1'-0"1 ROOF FRAMING PLAN 00_T/ FLR -9'-3" 01_T/ STL -6" 02_T/ STL 14'-0 1/2" 03_T/ STL 27'-2" 04_T/ STL 39'-4" 05_T/ STL 50'-6 1/2" 01_T/ FLR 0" 02_T/ FLR 14'-11 1/2" 03_T/ FLR 28'-3" 04_T/ FLR 40'-3" 07_T/ Parapet 70'-0" HI FLOOR 16'-5" 05_T/FLR 51'-7 1/2" LOWER PARAPET 48'-1" UPPER PARAPET 75'-0" 06_T/ BM. 63'-5" 06_T/ Roof 67'-5 1/2" B C D ADD SOLID SHIMS BETWEEN TOP OF EXIST W10's AND BOTT. OF EXIST. WALL PLATES EX. W10 EX. S10 EX. S10 EX. W10 EXIST. 2x6 BEARING WALL TO BE REMOVED EX.HSS4x4EX.HSS4x4EX. (3) 2x6EX. 4" COL.EXIST. W6 GRILLAGE BEAM TO REMAIN EX.HSS4x4NEW PSL WALL BRACE AT EA. BRICK PILASTER PROVIDE 2x10 x 48" LAP SPLICE w/ SOLID SHIMS TO SUPPORT EX. JOISTS ONTO EX. W10 AT OFFSET WALL PLATE EX.HSS4x4EX.HSS4x4EX.HSS4x4EX.HSS4x4EX.HSS4x4EX. 6" COL.EX. (3) 2x6EX. (2) 2x6EX. (2) 2x6WP-3WP-3WP-3EX. 6x6EX. W12.EX. W12.EX. W12.EX. W9 EX. (2) 1 3/4x 11 7/8 LVL (3)-1 3/4x 11 7/8 LVL EX. (2) 1 3/4x 11 7/8 LVL EX. W12.EX. W12.EX. W10 EX. W12.EX. W10 EX. W10 1.20E.6E.2D.4C.8 E.5E.4D.8D.3C.6C.3 D.6C.7C.2 LO 3RD FLOOR 28'-1 1/2" EXIST. 6x10 BM. SPLICE LOCATION (V.I.F.) (3) LVL SISTERS ON EXIST. 6x10 BM. (1)-1 3/4x 9 1/2 LVL (1)-1 3/4x 9 1/2 LVL (1)-1 3/4x 9 1/2 LVL (2)-1 3/4x 9 1/2 LVL (1)-1 3/4x 9 1/2 LVL EX. 6x10 CEILING BM.EX. 6x10 CEILING BM.WP-1WP-1WP-1WP-1WP-1WP-1PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL POSTS TO BEAM BELOW (TYP.) NEW WP-1 POSTS INSTALLED TO ALIGN OVER EXIST. COLUMNS BELOW AND PROVIDE SIMPSON CAP AND BASE (TYP.) 10 S402 _______ PROVIDE NEW 2x6 X-BRACES BETWEEN GRID LINES 1.2 AND 1.3 (SEE SECTION FOR ADDT'L) EXIST 2x6 CRIPPLE WALL PROVIDE ADDT'L WALL STUDS UNDER ALL ROOF BEAMS AND HEADERS NEW 2x10 AT 24" O.C. CEILING FRAMING BETWEEN GRID LINES 1.2 AND 1.3 (2) ROWS OF BLOCKING BETWEEN (3) EXIST. RAFTER BAYS B.2 E.3 E.7 REMOVE AND REPLACE EXIST. LVL BMS w/ NEW CONT. LVL 12 S402 _ EXIST. 2x6 BEARING WALL SISTER EXIST. STUDS THAT ARE DAMAGED (G.C. TO VERIFY) REMOVE AND REPLACE (3) EXIST. COL's w/ (3) NEW PSL POSTS w/ SIMPSON CAP AND BASE EXIST. 8x10 WD. BM. OVER EXIST. COLUMN ONTO EXIST. CONCRETE VAULT EX. 8" COL.HSS5x5x3/16G.C. TO CONFIRM EXIST. CONDITIONS AT NEW HSS COL. LOCATION AND PROVIDE BASE PLATE AND GRILLAGE BEAM AS REQ'D ONTO EXIST. FOUNDATION WALL (TYP.) ECCQ CAP CCQ CAP ECCQ CAP CCQ COL. CAP UNDER ALL MEMBERS (TYP.) C.4 PROVIDE NEW BOLTED CONNECTIONS AS REQ'D TO EXIST. BM. W10x22 W10x22 EXIST. CONCRETE VAULT (STRUCTURE UNKNOWN) PROVIDE ADDT'L FLOOR JOISTS UNDER CLOSURE WALL AS REQ'D AT HI/LO FLOOR 1'-2" +/-HSS4x4x1/4EX. 8" COL.HSS4x4x1/4HSS4x4x1/4NEW COL'S TO ALIGN OVER EXIST. COL'S CONT. BM. w/ STIFF. PL's OVER COL. (TYP.) EXIST. TOP PL's TO REMAIN, SCREWED TO NEW BM.'s (TYP.) REPLACE EXIST. 4" COL. w/ NEW HSS COL. EX. W6 REPLACE EXIST. 4" COL. w/ NEW HSS COL. NEW BASE AND CAP PLATE TO MATCH EX. BM. WIDTH (TYP.) 11 S403 _ HATCHED AREA INDICATES APPROX. LOCATION OF RTU BIGFOOT STAND. G.C. TO LOCATE LEGS OVER GRID LINE 1.2 AND LINE 1.3 WITH SOLID BLOCKING BETWEEN RAFTERS, OVER WALL UNDER EA. BIGFOOT LEG. PROVIDE ADDT'L WALL STUDS TO CEILING BM BELOW UNDER EA. LEG (TYP.) (PER SIDE)(PER SIDE)(PER SIDE) 1. SHEAR WALL TYPE "1" INDICATES REQUIREMENTS FOR ALL EXTERIOR WALLS NOT SPECIFICALLY DESIGNATED AS SHEAR WALLS. 2. FASTEN SILL PLATES OF SHEAR WALLS DOWN TO CONCRETE SLAB WITH HILTI KWIK BOLT TZ 3/8" DIA. EXPANSION ANCHORS STAGGERED AT 2'-0" o.c., DRILL AND PROVIDE 2" EFFECTIVE EMBEDMENT (SEE MANUFATURER SPECS FOR HOLE DEPTH). 3. SHEATHING SHALL BE WOOD STRUCTURAL PANEL (WSP) SHEATHING OR APPROVED EQUAL. 4. WHERE PANEL EDGES ARE SPECIFIED AS BLOCKED, PROVIDE 2x BLOCKING MATERIAL. 5. WHERE SPECIFIED, 8d INDICATES 8d COMMON WIRE NAILS (0.131" DIA. x 2 1/2" LONG). 6. WHERE SHEATHING OR FRAMING ARE SPECIFIED AS PRESSURE/PRESERVATIVE TREATED (PT) OR FIRE-RETARDANT TREATED (FRT), PROVIDE HO-DIPPED GALVANIZED STEEL (OR APPROVED EQUAL) NAILS AND OTHER FASTENERS, SEE "GENERAL STRUCTURAL NOTES" SHEET FOR ADDITIONAL INFORMATION. 7. SHEAR WALL HOLDOWNS SHALL BE LOCATED BETWEEN ALL FLOORS DOWN TO AND ANCHORED TO FOUNDATIONS OR SUPPORTING BEAMS, UNLESS NOTED OTHERWISE. 8. SEE "TYPICAL WOOD FRMING DETAILS" SHEETS FOR ADDITIONAL SHEAR WALL INFORMATION. 9. SEE ARCHITECHTURAL DRAWINGS FOR INFORMATION ON WHICH SIDE OF SHEAR WALL TO APPLY SHEATHING. WOOD SHEAR WALL SCHEDULE NOTES: 1. HEADERS SHALL BE DROPPED UNLESS OTHERWISE NOTED AS FLUSH FRAMED. 2. JAMB POSTS SHALL BE CONTINUOUS DOWN TO FOUNDATIONS BELOW UNLESS OTHERWISE NOTED. 3. SEE "TYPICAL BUILT-UP HEADER DETAIL" ON TYPICAL FRAMING DETAILS SHEET FOR ADDITIONAL REQUIREMENTS. WOOD HEADER SCHEDULE NOTES: SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S201 BUILDING SECTION AT LINE 1.2 AND MISC. SCHEDULES 1/4" = 1'-0"1 LINE 1.2 BUILDING SECTION WOOD HEADER SCHEDULE MARK SIZE # OF JACK STUDS # OF KING STUDS END CONNECTION H-1 (3)-2X8 1 1 H-2 WOOD POST SCHEDULE MARK SIZE SIMPSON POST BASE SIMPSON POST CAP COMMENTS WP-1 6x6 WP-3 WP-4 5 1/4x7 PSL WP-5 3 1/2x 5 1/4 PSL WOOD SHEAR WALL SCHEDULE MARK SHEATHING PANEL EDGES EDGE NAILING FIELD NAILING END POST SIMPSON HOLDOWN HOLDOWN ANCHORAGE WALL ANCHORAGE 7/16" PLYWOOD BLOCKED 8d COMMONS AT 6"o.c. 8d COMMONS AT 12"o.c. (2)-2x HDU2-SDS2.5 W/ 5/8" DIA. THREADED ROD DRILL AND EMBED 9" W/ SIMPSON SET-XP 1 7/16" PLYWOOD BLOCKED 8d COMMONS AT 6"o.c. 8d COMMONS AT 12"o.c. (2)-2x HDU2-SDS2.5 W/ 5/8" DIA. THREADED ROD DRILL AND EMBED 9" W/ SIMPSON SET-XP 00_T/ FLR -9'-3" 01_T/ STL -6" 02_T/ STL 14'-0 1/2" 03_T/ STL 27'-2" 04_T/ STL 39'-4" 05_T/ STL 50'-6 1/2" T/ FTG -12'-9" 01_T/ FLR 0" 02_T/ FLR 14'-11 1/2" 03_T/ FLR 28'-3" 04_T/ FLR 40'-3" 07_T/ Parapet 70'-0" HI FLOOR 16'-5" 05_T/FLR 51'-7 1/2" LOWER PARAPET 48'-1" MECHANICAL -13'-9" 06_T/ BM. 63'-5" 06_T/ Roof 67'-5 1/2" B C D W10x12 EX. S15 EX. 6x12 EX. 6x12 EX. 4" COL.EX. (3) 2x6EX. (2) 2x6EX. 6" COL.EX. 6" COL.EXIST. 2x6 BEARING WALL A.1 D.5C.5 E.55 A.6 D.45 C.7 LO 3RD FLOOR 28'-1 1/2" B.2 REINF. EXIST. BM. w/ (1) FULL SPAN LVL AT EA. SIDE WHERE EXIST. BEAM SPLICE LOCATIONS DO NOT OCCUR OVER COL. LOCATIONS (TYP.) EX. (3)2x10 EX. (3)2x10 EX. (3)2x10 EX. (3)2x10 EX. (3)2x10 EX. (3)2x10 EX. (3)2x10 EX.HSS4x4EX.HSS4x4EX. 6" COL.EX. 6" COL.EX. 6x6EX.HSS4x4EX. 6x6EX. 6x6EX. 6" COL.EX. 6" COL.EX. DBL.4x6EX. COL.EX. COL.EX. COL.EX. W12.EX. W10 EX. W10 EX. 8x12EX. 8x12EX. 8x12EX. 8x12 EX. W12.EX. W12.EX. W12.EX. W9 EX. 6x12 EX. 6x12 EX. 6x12 EX. (2)-1 3/4x 11 7/8 LVLEX. 6" COL.EXIST. LOAD BEARING WALL TO BE REMOVED HSS4x4x1/4PROVIDE 2x10 x 48" LAP SPLICE w/ SOLID SHIMS TO SUPPORT EX. JOISTS ONTO NEW W10 AT OFFSET WALL PLATE CUT EXIST. S15 AS REQ'D FOR NEW HSS COLUMN INSTALLATION AND BOLTED CONNECTIONS NEW PSL WALL BRACE AT EA. BRICK PILASTER (2) ROWS OF BLOCKING BETWEEN (3) EXIST. RAFTER BAYS 12 S402 _ EXIST. 6x10 BM. SPLICE LOCATION (V.I.F.) PROVIDE NEW 2x6 X-BRACES BETWEEN GRID LINES 1.2 AND 1.3 (SEE SECTION FOR ADDT'L) EXIST 2x6 CRIPPLE WALL PROVIDE ADDT'L WALL STUDS UNDER ALL ROOF BEAMS AND HEADERS NEW 2x10 AT 24" O.C. CEILING FRAMING BETWEEN GRID LINES 1.2 AND 1.3 REMOVE AND REPLACE EX. BUILT UP COL's w/ NEW HSS COL. G.C. TO VERIFY EX. DBL. 4x6 BEARING CONDITION IS OVER EX. 6x12 PRIOR TO REPLACING EXIST. COL'S BELOW ________ S401 9________ S401 10 CCQ COL. CAP UNDER ALL MEMBERS (TYP.) PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL POSTS TO BEAM BELOW (TYP.) E.25 WP-1WP-1WP-1WP-1WP-1(1) 1 3/4"x 9 1/2" LVL (EA. SIDE)(1) 1 3/4"x 9 1/2" LVL (EA. SIDE)(1) 1 3/4"x 11 1/4" LVL (EA. SIDE)(1) 1 3/4"x 9 1/4" LVL (EA. SIDE) EX. BM. SPLICE TO FIT IN NEW CCQ CAP (1) 1 3/4"x 11 1/4" LVL (EA. SIDE)(1) 1 3/4"x 9 1/4" LVL (EA. SIDE)(1) 1 3/4"x 9 1/4" LVL (EA. SIDE) EX. BM. SPLICE TO FIT IN NEW CCQ CAP HSS4x4x1/4REMOVE EXIST. COL.NEW COL. LOCATION HSS4x4x1/4PROVIDE OVERSIZED COL. BASE PLATE 1/2"x10"x10" FOR BEARING ONTO DBL. STEEL BEAM PROVIDE OVERSIZED COL. BASE PLATE 1/2"x10"x10" FOR BEARING ONTO DBL. STEEL BEAM E.65 EX. W8COL.NEW PSL FLOOR BEAM (SEE PLAN) ADD (1) 1 3/4"x 9 1/2" LVL 2-SPAN TO EXIST. 6x12 BM. (SEE PLAN) HATCHED AREA INDICATES APPROX. LOCATION OF RTU BIGFOOT STAND. G.C. TO LOCATE LEGS OVER GRID LINE 1.2 AND LINE 1.3 WITH SOLID BLOCKING BETWEEN RAFTERS, OVER WALL UNDER EA. BIGFOOT LEG. PROVIDE ADDT'L WALL STUDS TO CEILING BM BELOW UNDER EA. LEG (TYP.) SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S202 BUILDING SECTION AT LINE 1.3 1/4" = 1'-0"1 LINE 1.3 BUILDING SECTION #3 #4 #5 #6 #7 #8 #3 #4 #5 #6 #7 #8 TYPICAL REINFORCING BAR TENSION LAP LENGTHS -CLASS A SIZE LAP LENGTH LAP LENGTH 17" 22" 28" 33" 48" 55" 22" 29" 36" 43" 63" HORIZONTAL REINFORCING IN WALLS, AT TOP OF FOOTINGS 12" THICK OR GREATER AND ALL OTHER BARS WHERE 12" OF CONCRETE WILL BE CAST BELOW THE BAR 3ksi 3.5ksi 4ksi 72" 3ksi 3.5ksi 4ksi 19" 25" 31" 37" 54" 62" #9 #10 #11 SIZE OTHERS 69" 77" 85" #9 #10 #11 14" 19" 24" 29" 42" 48" 54" 60" 65" CONC. STR. CONC. STR. 4ksi LW 4ksi LW 80" 89" 98" 62" 69" 76" 20" 27" 33" 40" 58" 66" 75" 83" 91" 25" 33" 41" 50" 72" 82" 93" 103" 113" 15.2" 20.3" 26" 30.4" 44.4" 51" 57" 64" 70" 19" 26" 32" 38" 56" 64" 71" 79" 87" #3 #4 #5 #6 #7 #8 #3 #4 #5 #6 #7 #8 TYPICAL REINFORCING BAR TENSION LAP LENGTHS -CLASS B SIZE LAP LENGTH LAP LENGTH 22" 29" 36" 43" 63" 72" 28" 37" 47" 56" 81" HORIZONTAL REINFORCING IN WALLS, AT TOP OF FOOTINGS 12" THICK OR GREATER AND ALL OTHER BARS WHERE 12" OF CONCRETE WILL BE CAST BELOW THE BAR 3ksi 3.5ksi 4ksi 93" 3ksi 3.5ksi 4ksi 24" 32" 40" 48" 71" 80" #9 #10 #11 SIZE OTHERS 90" 100" 110" #9 #10 #11 19" 25" 31" 37" 54" 62" 70" 77" 85" CONC. STR. CONC. STR. 4ksi LW 4ksi LW 104" 116" 128" 80" 89" 98" 26" 35" 43" 52" 75" 86" 97" 107" 118" 32" 43" 54" 64" 94" 102" 121" 134" 147" 20" 26.37" 33" 40" 58" 66" 74" 83" 91" 25" 33" 41" 50" 72" 84" 93" 103" 113" CONCRETE REINFORCING LAP REQUIREMENTS NOTES: • USE CLASS B UNLESS NOTED OTHERWISE • LAP SPLICES ARE FOR UNCOATED BARS 2ND POUR1ST POUR AT CORNERS AT INTERSECTIONS AT ENDS PIERS CONSTRUCTION JOINT CONTROL JOINT CORNER BARS TO MATCH HORIZ. REINFORCEMENT SIZE AND SPACING DOWELS TO MATCH HORIZ. REINFORCEMENT SIZE AND SPACING (2) BARS TO MATCH VERT. REINFORCEMENT SIZE END DOWELS TO MATCH HORIZ. REINFORCEMENT SIZE AND SPACING PROVIDE VERTICAL CONSTRUCTION JOINTS AT END OF EACH DAY'S POUR OR AT A SPACING OF 200'-0" MAXIMUM BETWEEN CONSTRUCTION JOINTS PROVIDE 1" V-GROOVE ON EXPOSED FACE OF WALL, FILL W/ JOINT SEALANT IF REQUIRED CONT. 2x4 KEY CENTERED ON WALL PROVIDE VERTICAL CONTROL JOINTS AT A SPACING OF 30'-0" MAXIMUM BETWEEN CONTROL JOINTS PROVIDE T/10 V-GROOVE EACH FACE OF WALL, FILL W/ JOINT SEALANT IF REQUIRED NOTES: A. PROVIDE CLASS "B" TENSION LAP SPLICE WITH 40 BAR DIAMETERS MIN. B. AT CONTROL JOINT, INTERRUPT ALTERNATING HORIZONTAL REINFORCEMENT 6" SHORT OF JOINT. C. PROVIDE SPLIT FLANGE, [BENTONITE] OR OTHER APPROVED WATER STOP U.N.O. G.C. TO PROVIDE SUBMITTAL FOR APPROVAL.TNOTE "A" 6"6" NOTE "B" 0" TYP.0" TYP. TYP. NOTE "A" TYP. NOTE "A" TYP. NOTE "A" (TYP.) 2" CLR. TYP. 2" CLR. WATERSTOP, NOTE CWATERSTOP, NOTE C OPEN (2) ADDT'L. #5 MIN. REINFORCING BARS MATCHING SLAB/ WALL REINFORCEMENT EA. SIDE OF OPNG. (2) ADDT'L. #5 DIAGONAL BARS EA. SIDE OF OPNG. NOTES: 1. DETAIL APPLIES AT ALL OPENINGS 12"x 12" OR LARGER. DETAIL IS SIMILAR AT CIRCULAR OPENINGS 12" DIAMETER AND LARGER. 2. COORDINATE ALL OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MEP DRAWINGS.2'-0" M IN.2'-0" MIN. 2" CLR. (TYP.) NOTE: PROVIDE MINIMUM BAR HOOKS UNLESS NOTED OTHERWISE A B DIAMETERS12 BARA: MAXIMUM OF 4 BAR DIAMETERS OR 2 1/2" B: 4 BAR DIAMETERS UP TO #8 BAR, 5 BAR DIAMETERS FOR #8 TO #11 BARS U.O.N. 2'-0" LAP TYP. WALL REINF. NEW CONC. FOUNDATION WALL, SEE SECTIONS FOR SIZE AND REINF. EXISTING CONC. FOUNDATION WALL EMBED DOWELS 6" MIN. INTO EX. FDN. WALL w/ HILTI HIT- HY200 ADHESIVE, TYP. DOWEL SIZE AND SPACING TO MATCH WALL REINF. TYP. 2 1 2ND POUR1ST POUR TYPICAL SLAB-ON-GRADE DETAIL TYPICAL CONTROL JOINT DETAIL TYPICAL CONSTRUCTION JOINT DETAIL TYPICAL STEPPED SLAB DETAIL CONT. CHAIR AT 3'-0" o.c. MAX. TO MAINTAIN REINF. AT ELEV. SHOWN VAPOR RETARDER, OMIT AT EXT. SLABS NATURAL UNDISTURBED SOIL OR COMPACTED CONTROLLED FILL GRANULAR SUB-BASE, SEE THE "GENERAL STRUCTURAL NOTES" FOR SPECIFICATIONS AND GEOTECH REPORT SAWCUT 1/8" WIDE x 1/4 SLAB THICKNESS. WHERE LEFT EXPOSED, PROVIDE WIDER JOINTS AND FILL W/ JOINT FILLER MATERIAL NOTES: 1. CUT JOINT NO LONGER THAN 12 HOURS AFTER CONCRETE IS POURED PER ACI 301. WRAP WWF AROUND CONT. #4 NOSING BAR, EDGE W/ 1/4" RADIUS TOOL 1/4" PREMOLDED TONGUE AND GROOVE JOINT NOTE:JOINTS ARE TO BE USED WHEN CONCRETE OPERATIONS ARE TO BE INTERRUPTED. 6"6" STOP REINF. SHORT AT EACH SIDE OF JOINTMIN.6"T1" MIN.T/4 OR6"6"STOP REINF. SHORT AT EACH SIDE OF JOINT T/41'-0" MIN.PLANSEE1:3 SLOPE (TYP.) 1"EQD/4EQWELDED WIRE FABRIC (WWF), SEE PLAN FOR SLAB CONSTRUCTION AND REINFORCEMENT COL COL 1/2" PREMOLDED JOINT FILLER W/ SEALANT 3 " MI N .*PROVIDE DIAMOND SHAPE FORM AND FILL W/ CONCRETE AFTER COLUMN IS INSTALLED COLUMN STEEL BASE PLATE CONCRETE PIER BELOW TYP. SAWCUT CONTROL JOINT AT COLUMN LINES AND AS SHOWN ON FOUNDATION PLAN NOTE: * DENOTES COORDINATE BLOCK OUT SIZE WITH COLUMN BASE PLATE AT BRACED FRAME LOCATIONS TO ALLOW FOR PROPER FIELD WELDING CLEARANCE OF BRACES TO GUSSETS PATES. FORM GROOVE W/ REMOVABLE JOINT FORMER SIKAFLEX 1A OR POLYSULFIDE JOINT W/ TOOLED SURFACE BACKING ROD (NON- ABSORBANT) CONC. SLAB CONC. WALL SLAB OR EQUIP. FDN. PREMOLDED EXP. JOINT MAT'L. BACKING ROD (NON- ABSORBANT) SEALANT SLAB ISOLATION JOINTSEALANT GROOVE EQUIP. FND. ISOLATION JOINT EXTERIOR ISOLATION JOINT INTERIOR ISOLATION JOINT TYPE/ LOCATION CONTROL JOINT 1/2"1/2" 1/2"3/4" 1/21" 1/4"1/4" DW * 1/2" AT INTERIOR JTS. 3/4" AT INTERIOR JTS. 1" AT EQUIPMENT FDNS. (1)-#4x 2'-0" LONG BARS AT INTERIOR CORNERS (2)-#4x 4'-0" LONG BARS AT RE-ENTRANT CORNERS INTERIOR EXTERIOR EXTERIOR INTERIOR FOUNDATION WALL, TYP.(2)-#4x 4'-0" LONG BARS INTERIOR EXTERIOR FOUNDATION WALL, TYP. OVERPOUR CLR.2" MIN.CLR.3" MIN.TYP. 6" TYP. 6" 2 1 FREE DRAINING STRUCTURAL FILL SEE GEOTECH. REPORT REINF. SLAB ON GRADE W/ WWF TYP. 8" LONG #4 AT 24" o.c. EMBED. 4" WITH HILTI HIT-HY 70 ADHESIVE EX. CONC. SLAB NEW CONC. SLAB COL TYP.3" CL.REINFORCED CONC. FTG., SEE PLAN FOR SIZE AND REINFORCEMENT1"1/4" LEVELING PLATE ON 3/4" NON- SHRINK GROUT = 1" DIAMOND ISOLATION JOINT AROUND COLUMN STEEL COLUMN NEW CONCRETE SLAB STEEL BASE PLATE AND ANCHOR RODS U.N.O.8" MIN.EX. CONCRETE SLAB 8" LONG #4 AT 24" o.c. EMBED. 4" WITH HILTI HIT-HY 70 ADHESIVE B/ FTG (SEE PLAN) CONCRETE SLAB ON GRADE, SEE PLAN FOR SIZE AND REINF. CL. STUD WALL/ HAUNCH INT. BRG. WALL, SEE PLAN AT EXISTING SLAB 1 1 P.T. SILL PL., CONN. TO CONC. SLAB W/ 0.157" DIA. P.A.F. AT 6"o.c. W/ 1 1/2" EMBED 1'-0"3" CLR.(3)-#5 CONT. 8" LONG #4 AT 24" o.c. EMBED. 4" WITH HILTI HIT-HY 70 ADHESIVEEX. CONC. SLAB NEW CONC. SLAB SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S301 TYPICAL FOUNDATION DETAILS NO SCALE1TYPICAL CONCRETE WALL DETAILS NO SCALE7TYPICAL CONCRETE SLAB/ WALL PENETRATION DETAIL NO SCALE11TYPICAL MINIMUM BAR HOOKS DETAIL 3/4" = 1'-0"12 TYPICAL FOUNDATION WALL AT EXISTING FOUNDATION NO SCALE2TYPICAL SLAB ON GRADE DETAILS NO SCALE8TYPICAL COLUMN ISOLATION DETAIL NO SCALE4TYPICAL JOINT FILLER DETAILS NO SCALE3TYPICAL SLAB ON GRADE CORNER DETAILS NO SCALE6TYPICAL PIPE/CONDUIT IN SLAB DETAIL 3/4" = 1'-0"5 TYPICAL SLAB TRANSITION 1 1/2" = 1'-0"10 STARTER DOWEL INTO NEW SLAB DETAIL NO SCALE9TYPICAL COLUMN FOOTING AT EXISTING SLAB DETAIL 3/4" = 1'-0"13 STARTER TYPICAL HAUNCHED SLAB AT EXISTING T/ FTG -12'-9" MECHANICAL -13'-9"MIN.1'-0"IF REQ'D., PROVIDE BLOCK OUT FOR ELEV. PISTON SLEEVE, INFILL W/ CONC. AFTER SLEEVE INSTALLATION, COORD. W/ ELEV. SUPPLIER 12" CMU w/ #6 (VERT.) AT 8" o.c. CONT. BENTONITE WATERSTOP STRIP, TYP. U.N.O. ON ARCH DWGS DBL. 12" CMU BOND BM. w/ (2) #7 (HORIZ.) IN EA. BOND BM. #5 AT 12" o.c. EA. WAY TOP AND BOT. IF BLOCK OUT REQ'D, PROVIDE (2)-#5 AND CONT. WATERSTOP W/ 2x4 VERT. KEY AROUND BLOCK OUT TOP AND BOT.SUMP PIT, COORD. SIZE AND LOCATION W/ ELEV. SUPPLIER. TURN DOWN REINFORCEMENT AT PIT (PROVIDE GRATE AS REQ'D) WATERPROOFING (SEE ARCH.) P.T. 2x10 LEDGER FOR FLOOR SHEATHING ATTACHED TO CMU w/ (2) ROWS OF HILTI KWIK CONS AT 12" O.C. (TYP.) STRUCTURAL FILL CONT. BENTONITE WATERSTOP STRIP, TYP. U.N.O. ON ARCH DWGS #6 DOWELS AT 8" O.C. (TYP. ALL WALLS) 12" CMU w/ #6 (VERT.) AT 16" O.C. w/ 3000 PSI GROUT IN EA. REINFORCED CORES (TYP.) HORIZ. JT. REINF AT 8" o.c. 8" CONT. BOND BM. AT EA. FLOOR EL. w/ (2) #5 HORIZ. AND CORE FILLED w/ 3000 PSI GROUT (TYP.) #5 AT 12" O.C., EA. WAY (TOP & BOTT) #6x12" DOWELS AT 4'-0"O.C., EA. WAY. DRILL & SET W/ HILTI HIT HY200 EPOXY ADHESIVE (TYP.) AT DOOR SILL, 3/8" THICK MIN. W/ 4" VERT. LEG STL. ANGLE, CONNECT W/ HILTI KWIK BOLT 3 EXP. ANCHORS EMBEDDED 3 1/2" MIN. AT 2'-0" o.c. .MIN.1'-0"EXIST. SLAB1'-0" +/-2" CLR.6" EMBED.ARCH. SEE6" MIN. 12" CMU COORD. w/ FINAL ELEV. MANUF AND ARCH. 8'-9" +/-12" CMU CORE FILL ALL CORES BELOW PIT SLAB w/ 3000 PSI GROUT 8" CMU SHIM COURSE BELOW BOND BEAM AS REQ'D FOR COURSING EL. (DO NOT CUT BOND BEAM) DBL.BOND BM.2" CLR.2'-0" MIN. INVERTED KNOCK-OUT BOND BEAM OVER CONT. BENTONITE WATERSTOP STRIP, TYP. U.N.O. ON ARCH DWGS SHIM COURSE AS REQ'D UNDER BOND. BM. HORIZ. JT. REINF AT 8" o.c. EQEQ 12" CMU BOND BM. w/ (2) #7 (HORIZ.) PIT SLAB EL. AS REQ'D 8" CMU w/ #5 (VERT.) SPACED AT 16" O.C. AT FIRST FL. WALLS AND 32" O.C. AT ALL OTHER LEVELS w/ 3000 PSI GROUT IN EA. REINFORCED CORES (TYP.) HORIZ. JT. REINF AT 16" O.C. TYPICAL REINF: PROVIDE (2) #6 VERT. AT EA. RAIL LOCATION AND (1) #6 AT EA. CORNER AND AT EA. JAMB LOCATION. EXTEND #6 JAMB BAR 24" ABOVE M.O. (TYP. AT ALL ELEV. WALLS) LOBBY FL. EL. (-3'-6" +/-)(COORD. w/ ELEV. MANUF.)5'-0"INFILL EXIST. MECH'L PIT w/ NEW 4" CONCRETE SLAB (FLUSH TOP w/ ELEVATOR FOUNDATION FOOTING) PLACED OVER COMPACTED STRUCT. FILL OR FLOWABLE FILL (TYP.) T/ FTG -12'-9" MECHANICAL -13'-9" SEE SECTION 1 FOR ADDT'L INFO CUT EXIST. FOUNDATION WALL AS REQ'D FOR NEW PIT SLAB SUPPORT 12" CMU COORD. w/ SELECTED ELEV. MANUF AND ARCH. 7'-6" +/-11 5/8" EXIST. MAS. WALL MIN.1'-0"2" CLR.PIT SLAB EL. AS REQ'D LOBBY FL. EL. (-3'-6" +/-) STRUCTURAL FILL DRILL AND DOWEL 6" MIN. INTO EXIST. FOUND. AND WALL & SET W/ HILTI HIT HY200 EPOXY ADHESIVE (TYP.) 8" CMU 7'-6" +/-8" CMU 5'-0"SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S302 ELEVATOR FOUNDATION SECTIONS 3/4" = 1'-0"1 ELEVATOR SECTION 3/4" = 1'-0"2 ELEVATOR SECTION 3/4" THICK x BM. FLANGE WIDTH BASE PL. CENTERED ON COL., CONNECT PL. TO BM. W/ (2)-3/4" DIA. THRU-BOLTS EA. SIDE OF COL. ON BM. GA. 3/8" FITTED STIFFENER PL. EA. SIDE OF WEB 3/4" THICK x BM. FLANGE WIDTH CAP PL. CENTERED ON COL., CONNECT PL. TO BM. W/ (2)-3/4" DIA. THRU-BOLTS EA. SIDE OF COL. ON BM. GA. STEEL COLUMN, SEE PLAN STL. BEAM, CONNECT TO STIFFENER PL. 3/16 1/4 TYP. STEEL COLUMN, SEE PLAN TYP. 1 1/2" STEEL BEAM, SEE PLAN TYP. 3" COL 3/4" THICK x BEAM FLANGE WIDTH BASE PL. CENTERED ON COL., CONNECT PL. TO BM. W/ (2)-3/4" DIA. THRU BOLTS EA. SIDE OF COL. ON BM. GA. HSS COL., SEE PLAN STL. BM., SEE PLAN STL. BM., CONNECT TO STIFFENER PL. 3/8" FITTED STIFFENER PL. EA. SIDE OF WEB 3/16 STIFFENER TO BM. AT COL. ABOVE 3/16 TYP. 3" TYP. 1 1/2" COL STEEL COL. (SEE SCHED.) STEEL BEAM (SEE PLANS) 3/8" FULL DEPTH STIFFENER BOTH SIDES SEE PLAN CANT. SHEAR PLATE CONN. DESIGNED PER GENERAL NOTES SHAPE QUANTITIES OF 3/4" Ø A325 BOLTS W24 W12, W14 W18 W21 W16 7 3 5 6 4 W8, W10 2 MINIMUM # OF BOLTS * DOUBLE ANGLE CONN. w/ A325 BOLTS, AS SCHEDULED AT BEAM TO BEAM CONNECTIONS ADD CLIP ANGLES TO COLUMNS WHERE REQUIRED TO SUPPORT DECK 1/4" CAP PLATE W/ SEAL WELD COLUMN BASE PLATE PROVIDE (2) WEEP HOLES AT COLUMN BASE DOUBLE ANGLE CONNECTION (t= 3/8") AT GIRDER TO COLUMN CONNECTIONS AND BRACED FRAMES 1/8 2 1/8 2 5/16 5/8" RETURN AT TOP * DESIGN CONNECTION PER GENERAL NOTE REQUIRMENTS, ADDITIONAL BOLTS MAY BE REQUIRED MIN. WASHER SIZE (STANDARD HOLE) PLATE WASHER SCHEDULE ANCHOR BOLT DIA. STANDARD +5/16" MIN. WASHER SIZE (OVERSIZED HOLE) 1/2" 5/8" 3/4" 7/8" 1" 1 1/2" 1 3/4" 2" 2"x1/4" 2 1/2"x5/16" 3"x3/8" 4"x5/8" 5"x3/4" 3 1/2"x1/2" 1 1/4"3"x1/2" NOTES: 1. STANDARD WASHERS MAY BE PROVIDED AT BASE PLATES WHERE HOLES ARE NOT OVERSIZED AND WHERE WASHERS ARE NOT SPECIFIED AS WELDED. 2. STANDARD WASHERS PER ASTM F-844. 3. PROVIDE HOLE IN WASHER PLATE 1/16" LARGER THAN ANCHOR DIAMETER. 4. WASHERS MAY BE CIRCULAR OR SQUARE. MIN. WELD THICKNESS BASE PLATE, SEE COLUMN SCHEDULE PLATE WASHER FOR OVERSIZED HOLE (SEE CHART FOR SIZE) ANCHOR BOLT, SEE BASE PLATE DETAIL STEEL COLUMN, SEE SCHEDULE SEE BASE PLATE DETAIL FOR WELD LOCATIONS, SEE CHART FOR SIZE - 1/4" 5/16" 5/16" 5/16" 5/16" 5/16" STANDARD +5/16" STANDARD +5/16" STANDARD +5/16" STANDARD +1/2" STANDARD +1" STANDARD +1/2" STANDARD +1/2" STANDARD +1/2" 1 5/16" 1 9/16" 1 13/16" 2 1/16" 2 5/16" 2 3/4" 3 1/4" HOLE DIA. WASHER SIZE (WIDTH OR DIA.)1" .COL VARIES 1/4" STEEL LEVELING PLATE 3/4" NON-SHRINK GROUT CAST IN PLACE HEADED ANCHOR BOLT OR THREADED ANCHOR RODS W/ HEX NUT AND WASHER AT BOTH ENDS PROVIDE 6" MIN. PROJECTION CENTERLINE OF STEEL COLUMN T/ CONC. 12" AT 3/4" DIA. ANCHORS 16" AT 1" DIA. ANCHORS COLUMN AND BASE PLATE SEE SCHEDULE 1" MIN.COL COL EQ.EQ.1/4" 1" THK. A36 STL. BASEPLATE (4) 3/4" DIA. F1554 GRADE 36 ANCHOR BOLTS STEEL COLUMN (SEE PLAN) 1'-0" MIN. 6"6" 1 1/2" TYP.1'-6"BP-1 C.5 NEW HSS4x4 COL. (SEE PLAN) w/ STIFFENED CAP PL w/ (2) SDSx6" SCREWS INTO EXIST. TIMBER EXIST. TIMBER EXIST. JOISTS EXIST. TIMBER POSTS STIFFENED THRU PLATE BEAM SEAT BOLTED TO EXIST. BEAM (NOT WELDED) w/ LINDAPTER GIRDER CLAMPS EXIST. BEAM G.C. TO VERIFY THAT EXIST. TIMBER POST IS OVER EXIST. TIMBER BEAM PRIOR TO FABRICATION 3RD FLOOR (SEE PLAN) EXIST. SHEATHING B EXIST. JOISTS EXIST. SHEATHING TRIM BACK EXIST. BEAM FOR NEW COL. INSTALLATION (SEE BUILDING SECTION) NEW W10 (SEE PLAN) EXIST. BEAM 3RD FLOOR (SEE PLAN) NEW HSS4x4 COL. (SEE PLAN) PLYWOOD SHEATHING, SEE PLAN STEEL DECK, SEE PLAN CONT. 6"x 3/8" STL. PLATE 1/4 2-12 STEEL BEAM, SEE PLAN CFS STUD WALL, SEE ARCH. FFE SEE ARCH PLYWOOD SHEATHING, SEE PLAN STEEL DECK, SEE PLAN CONT. 6 1/2"x 3/8" STL. PLATE 1/4 2-12 STEEL BEAM, SEE PLAN CFS STUD WALL, SEE ARCH. FFE SEE ARCH PLYWOOD SHEATHING, SEE PLAN STEEL DECK, SEE PLAN STEEL BEAM, SEE PLAN CFS STUD WALL, SEE ARCH. FFE SEE ARCH PLYWOOD SHEATHING, SEE PLAN STEEL DECK, SEE PLAN CFS BEARING WALL, SEE PLAN CFS STUD WALL, SEE ARCH.FFE SEE ARCH PLYWOOD SHEATHING, SEE PLAN STEEL DECK, SEE PLAN CFS BEARING WALL, SEE PLAN CFS STUD WALL, SEE ARCH.FFE SEE ARCH PLYWOOD SHEATHING, SEE PLAN STEEL DECK, SEE PLAN CONT. 9 1/2"x 3/8" STL. PLATE 1/4 2-12 STEEL BEAM, SEE PLAN FFE SEE ARCH FF EXIST. STL. BEAM, SEE PLAN 6"x 8"x 3/8" STL PLATE W/ LINDAPTER GIRDER CLAMP TO EXIST. STEEL BEAM STL. COLUMN, SEE PLAN COL PROVIDE WEB STIFFENER, SEE TYP. DETAIL EE 6"x 8"x 3/8" STL PLATE W/ LINDAPTER GIRDER CLAMP TO EXIST. BEAM STL. COLUMN, SEE PLAN EXIST. STL. BEAM W/ WEB STIFFENER, SEE PLAN AND TYPICAL WEB STIFFENER AT EX. STEEL BEAM DETAIL STL. COLUMN, SEE PLAN COLCC EXIST. STEEL BEAM, SEE PLAN NEW STEEL BEAM, SEE PLAN EXIST. FLOOR JOIST, SEE PLAN EXIST. FLOOR SHEATHING PROVIDE BLOCKING BETWEEN JOIST AS REQ'D LINDAPTER GIRDER CLAMPS EA. SIDE OF BEAM AT 48" o.c. PROVIDE WEB STIFFENERS AT 48" o.c., SEE TYP. WEB STIFFENER AT EX. BEAM DETAIL NEW L6x6x3/8 w/ END PLATES AND (2)-3/8" DIA. HAS ANCHORS W/ HILTI HIT-HY 270 EPOXY NEW L6x6x3/8 WITH (6)-3/4" DIA. HAS ANCHORS W/ HILTI HIT-HY 270 EPOXY (8" EMBED) NEW L7x4x3/8 WITH (6)-3/4" DIA. HAS ANCHORS W/ HILTI HIT-HY 270 EPOXY (8" EMBED) ALIGN W/ COURSING ROUTE JOIST AT INSERT LEG OF ANGLE EXIST. BEAMS TO REMAIN EXIST. ROOF SHEATHING EXIST. CHIMNEY TO REMAIN 1 1/2"2"NEW L4x4x3/8 WELDED L6x4x3/8 WELDED EA. END ROUTE JOINT AT INSERT LEG OF ANGLE ± 3'-0" V.I.F. 2"1'-1 5/8"1'-1 5/8"1'-1 5/8"1'-1 5/8"1'-1 5/8"2"3'-4" MIN.EXIST. HEADER TO REMAIN EXIST. ROOF SHEATHING EXIST. CHIMNEY TO REMAIN SAW CUT NEW L6x6x3/8 INTO EXIST. CHIMNEY AND ANCHOR w/ (2)-3/8" DIA. HAS ANCHORS W/ HILTI HIT-HY 270 EPOXY 5/8 NEW L6x6x3/8 WITH (6)-3/4" DIA. HAS ANCHORS W/ HILTI HIT-HY 270 EPOXY (8" EMBED) NEW L7x4x3/8 WITH (6)-3/4" DIA. HAS ANCHORS W/ HILTI HIT-HY 270 EPOXY (8" EMBED) ALIGN W/ COURSING ROUTE JOINT AT INSERT LEG OF ANGLE EXIST. MASONRY WALL TO BE SOUND AND REPOINTED AS REQ'D ± 2'-0" V.I.F. (TO BE REMOVED) EXIST. CHIMNEY EXIST. MAS. WALL G.C. SHALL PROVIDE SHORING AS REQ'D PRIOR TO REMOVAL MASONRY PROVIDE 1/4" COVER PLATE VERTICAL C8x11.5 FITTED WEB STIFFENER EA. SIDE, FASTEN W/ (2)-1/2" DIA. BOLTS (DO NOT WELD) EXIST. STEEL BEAM, SEE PLAN EXIST. STEEL BEAMC8 STIFFENER 3"3"3'-11 7/8" 4"x 8"x 3/8" CAP PLATE W/ (2)-1/2" DIA. BOLTS EA. SIDE STEEL COL., SEE PLAN STEEL BEAM, SEE PLAN WOOD STUD WALL, SEE PLAN 2x6 BOTTOM PLATE STEEL COL., SEE PLAN 1/4 EXIST. STEEL BEAM, SEE PLAN EXIST. ROOF JOIST, SEE PLAN 8"x 6"x 3/8" CAP PLATE W/ LINDAPTER GIRDER CLAMP TO EXIST. STEEL BEAM 2.15 2.2 PROVIDE WEB STIFFENER, SEE TYP. WEB STIFFENER AT EX. BEAM DETAIL EXIST. FLOOR SHEATHING 2.15 T/EX. JOIST V.I.F. T/STL SEE PLANT/LANDING SEE ARCH. WOOD STUD WALL, SEE PLAN NEW BEAM, SEE PLAN SIMPSON U10R HANGER EXIST. JOIST, SEE PLAN STEEL BEAM, SEE PLAN WOOD LANDING BEAM, SEE PLAN SIMPSON THA HANGER WOOD STUD WALL, SEE PLAN A36 STEEL BASE PLATE 5/8"x8"x10" w/ (4) 1/2" DIA. HILTI HAS RODS INTO EXIST. PIT WALL w/ HILTI HIT-HY 70 EPOXY 8"10"1 1/2"C O L C O L STEEL COLUMN (SEE PLAN)2"E Q E Q E X I S T . W A LL BP-2 SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S401 TYPICAL SECTIONS AND DETAILS NO SCALE3TYPICAL COLUMN INTERRUPTED BY BEAM DETAIL NO SCALE2TYPICAL COLUMN BEARING ON BEAM DETAIL NO SCALE4TYPICAL CANTILEVERED BEAM DETAIL NO SCALE1TYPICAL BEAM CONNECTION DETAILS NO SCALE7TYPICAL PLATE WASHER DETAIL AND SCHEDULE NO SCALE6TYPICAL LEVELING PLATE AND ANCHOR BOLT SECTION NTS5BASE PLATE DETAILS 3/4" = 1'-0"9 SECTION 3/4" = 1'-0"10 SECTION 3/4" = 1'-0"11 SECTION 3/4" = 1'-0"12 SECTION 3/4" = 1'-0"13 SECTION 3/4" = 1'-0"14 SECTION 3/4" = 1'-0"15 SECTION 3/4" = 1'-0"16 SECTION 3/4" = 1'-0"17 SECTION 3/4" = 1'-0"18 SECTION 3/4" = 1'-0"19 SECTION 3/4" = 1'-0"23 ELEVATION AT CHIMNEY SUPPORT 3/4" = 1'-0"22 SECTION AT CHIMNEY SUPPORT 1 1/2" = 1'-0"8 TYPICAL WEB STIFFENER AT EXISTING BEAM DETAIL 3/4" = 1'-0"21 ELEVATION 3/4" = 1'-0"20 SECTION TYPICAL AT ALL NEW COLUMNS ABOVE OR BELOW 5A 06_T/ Roof 67'-5 1/2" HOIST BEAM (SEE PLAN) B/ STL. EL. 13'-0" A.F.F. LIFE LINE SUPPORT BEAM AS REQ'D (SEE PLAN) EXIST. ROOF SHEATHING AND RAFTERS TO BE SHORED AND REMOVED AS REQ'D FOR NEW ELEV. SHAFT ELEV. SHAFT 5/8" PLYWOOD ROOF SHEATHING (SEE PLAN) 2x RAFTERS (SEE PLAN) SUPPORT EXISTING RAFTERS w/ NEW SIMPSON FACE MOUNT FLANGE HANGERS ONTO NEW P.T. 2x12 LEDGER (G.C. TO VERIFY ALL EXIST. WIDTHS AND DEPTHS) SEE ARCH FOR ROOF EDGE AND FLASHING DETAILS (TYP.) T/ WALL (SEE PLAN) P.T. 2x12 LEDGER ATTACHED TO CMU w/ (2) ROWS 1/2" DIA. HILTI HAS THREADED RODS AT 16" O.C w/ 2" MIN. EMBED. AND HILTI HIT-HY 70 EPOXY (TYP. AT ALL (4) SIDES) 8" CONT. BOND BM. AT T/ WALL w/ (2) #5 HORIZ. AND FILLED w/ 3000 PSI GROUT (TYP.) 8" CMU w/ #5 (VERT.) SPACED AT 16" O.C. AT FIRST FL. WALLS AND 32" O.C. AT ALL OTHER LEVELS w/ 3000 PSI GROUT IN EA. REINFORCED CORE (TYP.) PROVIDE (2) #6 VERT. AT EA. RAIL LOCATION AND (1) #6 AT EA. CORNER AND AT EA. JAMB LOCATION. EXTEND #6 JAMB BAR 24" ABOVE M.O. (TYP. AT ALL ELEV. WALLS) P.T. 2x8 TOP PLATE ANCHORED TO BOND BM. w/ (2) ROWS 1/4" DIA. HILTI KWIK CONS AT 24" O.C. (TYP.) PROVIDE SIMPSON H3 HURRICANE TIE AT EA RAFTER TO TOP PLATE B/ RAFTER (SEE PLAN) ELEV. ROOF ... HOIST BEAM (SEE PLAN) B/ STL. EL. 13'-0" A.F.F. 2x RAFTERS (SEE PLAN) T/ WALL (SEE PLAN) ELEV. ROOF ... EXIST. RAFTERS NEW P.T. 2x12 LEDGER (SEE SECT. 1 FOR ADDT'L INFO) 8" CMU (SEE SECT. 1 FOR ADDT'L INFO) BRP-1 (1/2"x6"x6") BM. BEARING PLATE w/ (2) 1/2" DIA. x5" EMBED. THREADED RODS w/ HILTI HIT-HY 70 ADHESIVE INTO BOND BM. (TYP. AT EA. END) PROVIDE SLOTTED HOLES AND FINGER TIGHT NUTS (DO NOT WELD) PROVIDE CONT. CMU BOND BM. w/ (2) CONT. #5 LOCATED AT FIRST COURSE BELOW BEAM POCKETS (TYP.) L2x2x1/4 WYTHING CLIP AT (1) SIDE OF BEAM ONLY BRICK POCKET SOLID AFTER BEAM INSTALLATION 05_T/ STL 50'-6 1/2" 05_T/FLR 51'-7 1/2" EXIST. FLOOR SHEATHING AND JOISTS TO BE SHORED AND REMOVED AS REQ'D FOR NEW ELEV. SHAFT ELEV. SHAFT 8" CONT. BOND BM. AT T/ WALL w/ (2) #5 HORIZ. AND FILLED w/ 3000 PSI GROUT (TYP.) 8" CMU w/ #5 (VERT.) SPACED AT 16" O.C. AT FIRST FL. WALLS AND 32" O.C. AT ALL OTHER LEVELS w/ 3000 PSI GROUT IN EA. REINFORCED CORE (TYP.) PROVIDE (2) #6 VERT. AT EA. RAIL LOCATION AND (1) #6 AT EA. CORNER AND AT EA. JAMB LOCATION. EXTEND #6 JAMB BAR 24" ABOVE M.O. (TYP. AT ALL ELEV. WALLS) INVERTED KNOCK-OUT BOND BM. GROUTED SOLID w/ LOOSE LINTELS (SEE SCHEDULE) PROVIDE SILL ANGLE AS REQ'D BY ELEV. MANUF. w/ EPOXY BOLTS TO CMU (TYP.) FIN. FL. EL. (SEE PLAN) M.O. HEAD (SEE ARCH.) SUPPORT EXISTING JOISTS w/ NEW SIMPSON FACE MOUNT FLANGE HANGERS ONTO NEW P.T. 2x12 LEDGER (G.C. TO VERIFY ALL EXIST. WIDTHS AND DEPTHS) P.T. 2x12 LEDGER ATTACHED TO CMU w/ (2) ROWS 1/2" DIA. HILTI HAS THREADED RODS AT 16" O.C w/ 2" MIN. EMBED. AND HILTI HIT-HY 70 EPOXY (TYP. AT ALL (4) SIDES) TYP. PLYWOOD FLOOR SHEATHING (SEE PLAN) LOBBY FL. EL. (SEE ARCH.) NEW P.T. STUD WALL w/ DBL. TOP PLATE P.T. SILL PLATE ATTACHED TO EXIST. PIT WALL w/ (2) ROWS PAF's AT 16" O.C EXIST. SLAB EL. (VERIFY) EXIST. SLAB (VERIFY) EXIST. PIT WALL (VERIFY) NEW P.T. FLOOR FRAMING (SEE PLAN) EXIST. 2x6 EXIST. MASONRY WALL TYP. PLYWOOD FLOOR SHEATHING (SEE PLAN) NEW P.T. 2x FLOOR JOISTS (SEE PLAN) IN SIMPSON LUS210 FACE MOUNT HANGERS TO NEW P.T. LEDGER P.T. 2x LEDGER ATTACHED TO EXIST. MASONRY WALL w/ (2) ROWS 1/2" DIA. HILTI HAS THREADED RODS AT 16" O.C w/ 2" MIN. EMBED. AND HILTI HIT-HY 70 EPOXY LOBBY FL. EL. (SEE ARCH.) 1.4 FIRST FL. EL. (SEE ARCH.) EXIST. MASONRY WALLS P.T. 2x LEDGER ATTACHED TO EXIST. MASONRY WALL w/ (2) ROWS 1/2" DIA. HILTI HAS THREADED RODS AT 16" O.C w/ 2" MIN. EMBED. AND HILTI HIT-HY 70 EPOXY LOBBY FL. EL. (SEE ARCH.) TYP. PLYWOOD FLOOR SHEATHING (SEE PLAN) NEW P.T. 2x FLOOR JOISTS (SEE PLAN) IN SIMPSON LUS210 FACE MOUNT HANGERS TO NEW P.T. LEDGER EXIST. CONCRETE FLOOR SLAB (VERIFY) EXIST. MASONRY WALL EX. ROOF SHEATHING (SEE PLANS) EXIST. ROOF RAFTERS NEW 2x6 DIAGONAL BRACING OVER EACH COLUMN LINE EXIST. (3) x CEILING BM. w/ NEW LVL REINFORCING (SEE PLAN) 2x4 HORIZONTAL BTM CHORD WHERE SHOWN ON PLANS NOTE: PROVIDE (3) 16d NAILS AT ALL BRACE CONNECTIONS U.N.O. EXIST. CRIPPLE WALL STUDS, PROVIDE ADDT'L WALL STUDS TO ALIGN w/ X-BRACE MEMBERS AND RAFTER NEW 2x10's AT 24" O.C. CONNECTED TO CEILING BEAMS w/ SIMPSON JOIST HANGER AT EA. END B/ BEAM (VERIFY) 1.2 1.3 EXIST. 6x10 CEILING BM. w/ NEW LVL REINFORCING (SEE PLAN) NEW BIGFOOT MECH'L RACK LOCATED OVER STUD WALL CENTERLINE (SEE PLANS) PROVIDE SOLID BLOCKING AND ADDT'L WALL STUDS UNDER ALL BIGFOOT LEG LOCATIONS 05_T/FLR 51'-7 1/2" A REINFORCE EXIST. BRICK PILASTERS w/ (1) NEW PSL WALL BRACE CONNECTED TO SOLID BLOCKING WITHIN ROOF. ATTACH PSL TO EXIST. BRICK w/ 3/4" DIA. x 6" EMBED. HILTI HAS THREADED RODS AT 16" O.C. w/ HILTI HIT-HY EPOXY (2) ROWS OF BLOCKING BETWEEN (3) EXIST. RAFTER BAYS SCREW BLOCKING TO NEW PSL POST & EX. ROOF SHEATHING (MIN. (3) SDS PER BOARD) AND TOE-NAIL IT TO EX. RAFTERS EX. BRICK PIER HILTI HAS-E 1/2" DIA. THREADED ROD INSTALLED THROUGH NEW POST AND EMBEDED INTO EX. BRICK PIER W/ HILTI HIT-HY 70 ADHESIVE ANCHOR SYSTEM (6" MIN. EMBED.) AT TOP AND BOTT AND 48" O.C. (MAX.) w/ (3) ANCHORS MIN. PER POST EXIST. RAFTERS 8"1'-4"48" MAX.48" MAX.T/ BRICK PILASTER (VERIFY) PSL 3 1/2" NEW CONC. FTG ON TOP OF 4" MIN. EX. CONC. SLAB OR REMOVE EXIST. SLAB AND PLACE FTG ON ACCEPTABLE COMPACTED SOIL, SEE GEOTECH. (TYP.) 2'-0" NEW 8" CMU WALL, TYP. 8" MIN. BOND BEAM, SEE SCHED. FOR REINF., TYP. AT BEARING WALLS NEW 8" (50 KSI) CFS JOISTS (SEE PLAN) NEW 5" CONC. SLAB (PITCHED, 4" MIN.) ON 9/16" 26 GA GALV. STL FORM DECK REINF. W/ WWF 6x6 W2.1xW2.1 EX. FOUND. WALL WEB STIFFENER REQUIRED AT ALL SUPORTS, TYP. NEW MIN12 GA TRACK TO MATCH STUD SIZE. ATTACH TO CMU WALL W/ 0.157 DIA. P.A.F. AT 16" o.c. 0.157 DIA P.A.F. AT EA. STUD DRILL EX. SLAB AND INSTALL #5 x 12" LONG DWLS (2" MIN EMBED.) AT 36" o.c. 8" CMU WALL REINF., SEE SCHEDULE. w/ DOWELS INTO FTG (9" MIN. EMBED.) TYP. 3 1/2" MIN. BEARING (VERIFY)4" MIN.1'-0"(2) #5 CONT. LOBBY FL. EL. (SEE ARCH.) BASEMENT EL. -8'-8" +/-(VERIFY) EXIST. SLAB (VERIFY) NEW 6" CFS STUD WALL AT 16" O.C.(600S16343) 33KSI (TYP. AT PERIMETER) MECHANICAL -13'-9" EXIST. PIT SLAB P.T. SILL PLATE ATTACHED TO EXIST. SLAB w/ (2) ROWS PAF's AT 16" O.C LOBBY FL. EL. (SEE ARCH.) FIRST FLOOR (SEE ARCH.) 2x6 WALL EXIST. FLOOR SHEATHING ATTACHED TO NEW WALL w/ 2x LEDGER EXIST. FLOOR FRAMING (SEE PLAN) TYP. PLYWOOD FLOOR SHEATHING (SEE PLAN) NEW FLOOR FRAMING (SEE PLAN) NEW 2x6 STUD WALL w/ DBL. TOP PLATE NEW DROPPED LVL (SEE PLAN) EXIST. FLOOR JOISTS (SEE PLAN) w/ BLOCKING OVER NEW LVL STAIR R.O. 2ND FLOOR (SEE PLAN) EXIST. FLOOR SHEATHING (SEE PLAN) NEW HSS COL. w/ WELDED SIMPSON CCO COL. CAP NEW 2x RIM JOIST AT EDGE OF R.O. TYP. PLYWOOD FLOOR SHEATHING (SEE PLAN) NEW P.T. FLOOR FRAMING (SEE PLAN) EXIST. SLAB (VERIFY) TYP. PLYWOOD FLOOR SHEATHING (SEE PLAN) NEW P.T. LOAD-BRG STUD WALL w/ DBL. TOP PLATE CENTERED OVER EXIST. PIT WALL P.T. SILL PLATE ATTACHED TO EXIST. PIT WALL w/ (2) ROWS PAF's AT 16" O.C PIT WALL EXIST. NON-BRG WALL (SEE ARCH.) NEW FLOOR JOISTS (SEE PLAN) w/ BLOCKING OVER NEW BRG WALL LOBBY FLOOR (SEE PLAN) 2x RIM JOIST NON-BRG WALL (SEE ARCH.) BASEMENT EL. (SEE ARCH.) SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S402 FRAMING SECTIONS 3/4" = 1'-0"1 SECTION AT ELEVATOR ROOF 3/4" = 1'-0"2 SECTION AT ELEVATOR HOIST BEAM 3/4" = 1'-0"3 TYPICAL FLOOR SECTION AT ELEVATOR 3/4" = 1'-0"5 SECTION AT ELEVATOR LOBBY 3/4" = 1'-0"6 SECTION AT NEW LOBBY FLOOR 3/4" = 1'-0"4 SECTION AT NEW LOBBY FLOOR NO SCALE10TYPICAL VERTICAL X-BRACING DETAIL 3/4" = 1'-0"12 BRICK PILASTER REINFORCING DETAIL 3/4" = 1'-0"7 SECTION AT TRASH AREA FLOOR 3/4" = 1'-0"11 SECTION 3/4" = 1'-0"8 SECTION AT LOBBY STAIR 3/4" = 1'-0"9 SECTION AT LOBBY STAIR DO NOT ALLOW JOIST/ BM. HANGERS TO CONTACT STL. BM. FLANGES OPTION 1 OPTION 2 2x6 WOOD NAILER, BOLT TO TOP FLANGE W/ 1/2" DIA COUNTERSUNK THROUGH BOLTS AT 2'-0" O.C. STAGGERED EACH SIDE OF BEAM WEB ON BEAM GAGE (NOT SHOWN FOR CLARITY) (2) ROWS OF 1/2" DIA. THROUGH BOLTS AT 16" O.C. STAGGERED AT 8" O.C. STEEL BEAM, BLOCK OUT WEB W/ LVL BLOCKING RIPPED TO FIT SNUG TIGHT BETWEEN BEAM FLANGES JOISTS, CONNECT TO LVL BLOCKING W/ FACE MOUNT HANGERS 2x WOOD NAILER, BOLT TO TOP FLANGE W/ 1/2" DIA. COUNTERUNK THROUGH BOLTS AT 2'-0" O.C. STAGGERED EACH SIDE OF BEAM WEB ON BEAM. GAGE (NOT SHOWN FOR CLARITY) JOISTS, CONNECT TO LVL BLOCKING W/ TOP MOUNT HANGERS STEEL BEAM 1/4" GAP RIM JOIST FIRE RATING NOTE: PROVIDE SOLID BLOCKING BETWEEN EA. FLOOR JOIST AT ALL SIDES OF ALL STAIR SHAFTS (COORD. w/ ARCH. FOR ADDT'L INFO.) EXIST. FLOOR SHEATHING EXIST. FLOOR JOIST BEARING ON NEW STUD WALL 3/4" MAX. GYPCRETE TOPPING (SEE ARCH.) NEW 2x6 STUD WALL w/ DBL. TOP PLATE CONT. GYP. BRD. SHEATHING (SEE ARCH.) STAIR STRINGER SCHEDULE NOTES: 1. STRINGER SIZE SHOWN ASSUMES 11" TREAD AND 7" RISER (MAX.). CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO CONSTRUCTION IF ACTUAL VALUES EXCEED THESE ASSUMPTIONS. 2. STAIR DESIGN BY OTHERS. CONTRACTOR TO COORDINATE STAIR CONSTRUCTION WITH ARCHITECTURAL DRAWINGS AND WITH MINIMUM REQUIREMENTS SHOWN HERE. 3. STRINGER SISTERED MEMBER TO BE HELD BACK 6" FROM END OF STRINGER UNLESS DOUBLE MEMBER HANGER IS SPECIFIED. 4. SIMPSON HANGER DESIGNATION "... x SLDXX" INDICATES HANGER SEAT TO BE SLOPED DOWN. CONTRACTOR SHALL SPECIFY SLOPE ANGLE ("XX") WHEN ORDERING FROM MANUFACTURER. 5. DO NOT OVERCUT MAIN STRINGER MEMBERS WHEN NOTCHING THE STRINGER PROFILE. DRILL 1/4" DIAMETER HOLE AT THE CORNER OF THE TREAD AND RISER TO MINIMIZE STRESSES AND PREVENT OVERCUTTING.RISER7" TYP., MAX.TREAD 11" TYP. MAIN (NOTCHED) STRINGER MEMBER, SEE SCHEDULE STAIR LANDING BEAM TO BE 3/4" PLYWOOD OR OSB SHEATHING + (3)-1 3/4" LVL MIN. UNLESS NOTED OTHERWISE ON PLAN. BOTTOM OF SHEATHING AND FIRST (2)-LVL PLIES SHALL EXTEND DOWN TO BOTTOM OF STINGER. REMAINING PLY SHALL MATCH DEPTH OF STAIR LANDING JOISTS MIN. SIMPSON HANGER WITH SLOPED SEAT, SEE SCHEDULE PROVIDE (4)-1/4" DIA. SIMPSON SDS SCREW AT EA. END. LENGTH OF SCREW TO MATCH STRINGER WIDTH STRINGER SISTERED MEMBER, SEE SCHEDULE (2)-10d COMMONS AT 16"o.c. FASTEN BEAM PLIES TOGETHER W/ (3)- 16d COMMONS AT 12"o.c.STRINGER RUN STAIR STRINGER SCHEDULE SCHEDULE ORDER STRINGER SIZE MAX. SPACING MAX. STRINGER RUN SIMPSON HANGER 1 3 4 5 6 7 8 9 10 11 12 13 2x12 + 2x4 12"o.c.6'-0"HU26 x SLDXX 2x12 + 2x6 12"o.c.8'-3"HU26 x SLDXX 2x12 + 2x6 16"o.c.7'-6"HU26 x SLDXX 14 1 3/4x 11 7/8 LSL + 1 3/4x 5 1/2 LSL 12"o.c.8'-6" 1 3/4x 11 7/8 LSL + 1 3/4x 5 1/2 LSL 16"o.c.7'-9" 1 3/4x 14 LSL + 1 3/4x 7 1/4 LSL 12"o.c.11'-5" 1 3/4x 14 LSL + 1 3/4x 7 1/4 LSL 16"o.c.10'-5" 1 3/4x 11 7/8 LVL + 1 3/4x 5 1/2 LVL 12"o.c.10'-10" 1 3/4x 11 7/8 LVL + 1 3/4x 5 1/2 LVL 16"o.c.9'-10" 1 3/4x 14 LVL + 1 3/4x 7 1/4 LVL 12"o.c.14'-6" 1 3/4x 14 LVL + 1 3/4x 7 1/4 LVL 16"o.c.13'-3" 1 3/4x 16 LVL + 1 3/4x 9 1/4 LVL 12"o.c.18'-6" 1 3/4x 16 LVL + 1 3/4x 9 1/4 LVL 16"o.c.16'-9" HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX HU1.81/5 x SLDXX DOWN UP 6 S403 _______ 2 S403 _(3)-1 3/4x 9 1/42x10 AT 16" O.C.3 S403 _ 4 S403 _BUILT POSTS UNDER HEADER TO BE CONT. TO LOWEST LEVEL (TYPICAL UNLESS NOTED OTHERWISE) DO NOT ALLOW JOIST/ BM. HANGERS TO CONTACT STL. BM. FLANGES 2x WOOD NAILER BOLTED TO HSS w/ 1/2" DIA. NELSON STUDS AT 24" O.C. EXIST. BEAM ONTO NEW COLUMN CAP AND FASTENED w/ (4) SDS SCREWS NEW HSS BEAM AND HSS COL. w/ 3/4"x14"x14" CAP PL. NEW (2) 2x6 BRG WALL EXIST. FLOOR SHEATHING EXIST. BEARING WALL TO REMAIN (V.I.F.) (TO REMAIN) EXIST. 2X WALL ATTACH 2x LEDGER TO HSS w/ (2) ROWS OF 1/2" DIA. NELSON STUDS AT 16" O.C. NEW JOISTS CONNECTED TO LEDGER w/ FACE MOUNT HANGERS B/ STL. EL. (MATCH EXIST.) FLOOR SHEATHING, SEE PLAN WALL SHEATHING, SEE ARCH. LANDING JOIST, SEE PLAN WALL STUDS, SEE PLAN LANDING BEAM, SEE PLAN WOOD POST, SEE PLAN FLOOR SHEATHING, SEE PLAN 2x BLOCKING 2x6 VERTICAL BLOCKING EA. SIDE OF BEAM WALL SHEATHING, SEE ARCH. BUILT UP POST BEAM (SEE PLAN) POST BELOW BLOCK KING (2) BLOCK BLOCK KINGBM.BLOCKING KING STUD (2) 2x BLOCKING PLAN VIEW END VIEW LANDING JOIST, SEE PLAN SIMPSON LUS28 HANGER FLOOR SHEATHING, SEE PLAN WALL SHEATHING, SEE ARCH. WALL STUDS, SEE PLAN CONT. 2x10 LEDGER FASTENED TO EA. STUD W/ (3)-6" SDWS 01_T/ FLR 0" (VERIFY) EXIST. BRICK WALL NEW HSS BEAM w/ 1/4" END PLATE AS REQ'D NEW 5 1/4"x7" PSL POST IN EXIST. WALL ON 2x NAILER PLATE 7" CONT. 2x NAILER PLATE (SEE SECT 7 FOR ADDT'L INFO) CREATE POCKET FOR BEAM BEARING PLATE ON EXIST. MASONRY (SEE PLAN AND TYPICAL DETAIL) 1.4 EXIST. STEEL ANGLE FRAME ATTACHED TO NEW LVL BEAM w/ SDS SCREWS EXIST. STEEL C10 ELEVATOR MACHINE ROOM FLOOR BEAM NEW LVL FRAME SUPPORT (SEE PLAN) POCKET LVL INTO EXIST. MASONRY (SEE TYPICAL DETAIL FOR ANCHORAGE) CEILING LEVEL (SEE PLAN) EXIST WALL NEW 6x6 UNDER LVL BEAM (SEE PLAN) EXIST. ELEVATOR MACHINE RM. WALL EXIST. ROOF FRAMING (SEE PLAN) NEW 2x6 WALL w/ DBL. TOP PLATE UNDER EXIST. ROOF FRAMING (SEE PLAN) EXIST. ROOF BEAM (SEE PLAN) EXIST. ELEVATOR MACHINE GRATING AND FLOOR FRAMING EXIST. ROOF 1.2 SHORE EXIST. FRAMING AS REQ'D TO REMOVE EXIST. LOAD BEARING STUD WALL FOR INSTALLATION OF NEW STL. BEAMS (TYP.) EXIST. DBL. WALL PLATE TO REMAIN AND ATTACHED TO NEW STL. BM. w/ (2) ROWS 1/4" DIA. x 3.5" SIMPSON SDS25312 SCREWS AT 16" O.C. (TYP.) NEW STL. BM. (SEE PLAN) w/ (2) ROWS 5/16" DIA. HOLES AT 16" O.C. (TYP.) EXIST. FLOOR SHEATHING EXIST. FLOOR JOIST BEARING ON NEW STUD WALL 3/4" MAX. GYPCRETE TOPPING (SEE ARCH.)MATCH WALL AND COL. CENTERLINE 1.35 RIM JOIST FIRE RATING NOTE: PROVIDE SOLID BLOCKING BETWEEN EA. FLOOR JOIST AT ALL SIDES OF ALL STAIR SHAFTS (COORD. w/ ARCH. FOR ADDT'L INFO.) EXIST. FLOOR SHEATHING EXIST. FLOOR JOIST BEARING ON NEW STUD WALL 3/4" MAX. GYPCRETE TOPPING (SEE ARCH.) EXIST. 2x BEARING WALL CONT. GYP. BRD. SHEATHING (SEE ARCH.) 2" +/- (SEE ARCH.) NEW 2x6 STUD WALL w/ DBL. TOP PLATE 2ND FLOOR (SEE PLAN) PROVIDE SOLID BLOCKING UNDER WALL ABOVE SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S403 FRAMING SECTIONS NO SCALE9TYPICAL JOIST TO STEEL BEAM CONNECTION DETAILS 3/4" = 1'-0"5 EXISTING JOISTS BEARING ON NEW SHAFT WALL 3/4" = 1'-0"6 TYPICAL STAIR STRINGER SCHEDULE 3/8" = 1'-0"1 TYPICAL STAIR LANDING PLAN 3/4" = 1'-0"7 EXISTING JOIST TO NEW STEEL BEAM 3/4" = 1'-0"4 PARALLEL LANDING JOIST 3/4" = 1'-0"2 STAIR BEAM IN SHAFT POCKET 3/4" = 1'-0"3 STAIR LANDING LEDGER 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"10 SECTION AT EXISTING ELEVATOR MACHING ROOM 3/4" = 1'-0"11 TYPICAL SECTION 3/4" = 1'-0"12 SECTION SEALANT, TYP. BACKING ROD, NON- ABSORBENT, TYP. PRE-MOLDED EXPANSION JOINT MATERIAL MASONRY WALLMASONRY WALL1/2" (TYP.)VERT. REINFORCEMENT EA. SIDE OF JOINT SEE TYP DETAILS AND ELEVATIONS 3/4" AT EXTERIOR JOINTS * 3/8" AT INTERIOR JOINTS SEALANT, TYP. BACKING ROD, NON- ABSORBENT, TYP. 3/4" AT EXTERIOR JOINTS * 3/8" AT INTERIOR JOINTS PREFABRICATED EXPANSION JOINT MATERIAL MASONRY WALL MASONRY WALL VERT. REINFORCEMENT EA. SIDE OF JOINT SEE TYP DETAILS AND ELEVATIONS1/2" (TYP.)TYPICAL END DETAIL TYPICAL WALL & CORNER DETAIL TYPICAL WALL & INTERSECTION DETAIL BEND & HOOK SIDE RODS OF JT. REINF. VERT. JAMB REINF. TERMINATED AT STL. LINTEL ABOVE ADD FULL HEIGHT VERT. REINF. ADJACENT TO LINTEL VERT. REINF. (SEE SCHED.) IN FULLY GROUTED CELLS. PROVIDE MIN. 48 BAR DIA. LAP AT ALL BAR SPLICES, SEE LAP SCHED. (TYP. U.N.O.) PROVIDE (4) ADDITIONAL VERT. BARS AT EA. INTERSECTION PROVIDE (3) ADDITIONAL VERT. BARS AT CORNERS LADDER TYPE HORIZ. JOINT REINF. w/ SPACING AS NOTED, SEE WALL SCHEDULE TYP. VERT. REINF. (SEE SCHEDULE)AS PER SCHED. (MAX) TYP. VERT. REINF. (SEE SCHEDULE) MASONRY OPENING (M.O.) LINTEL BEARING (ABOVE) PROVIDE PRE-FORMED TEE JT. REINF. AT ALL WALL INTERSECTIONS VERT. REINF. (SEE SCHED.) IN FULLY GROUTED CELLS. PROVIDE MIN. LAP PER LAP SCHEDULE AT ALL BAR SPLICES, SEE LAP SCHED. (TYP. U.N.O.) PROVIDE PRE-FORMED CORNER JT. REINF. AT ALL CORNERS #3 TIES AT 16" O.C TYPICAL MASONRY WALL CONTROL JOINT (MCJ) FULL HT. VERT. REINF. AT EA. SIDE OF EA. MCJ IN FULLY GROUTED CELLS. PROVIDE MIN. 48 BAR DIA. LAP AT ALL BAR SPLICES, SEE LAP SCHED. (TYP. U.N.O.) PRE-FORMED GASKET RAKE AND CAULK JT. w/ NON-ABSORBANT BACKER ROD SASH BLOCKS HORIZ. JT. REINF. TO BE DIS-CONTINUOUS AT MCJ BOND BEAMRAKE AND CAULK JT. BOND. BM. REINF. TO BE CONT. THRU MCJ MCJ (SEE PLANS) BOND BEAM ELEVATION AT MCJ MAX RO 4" VENEER MASONRY LINTEL "ML" SCHEDULE 6" WALL 8" WALL 3'-0" 4'-0" 5'-0" 6'-0" 1. PROVIDE LINTELS, WHETHER INDICATED OR NOT ON STRUCTURAL OR ARCHITECTURAL DRAWINGS, OVER ALL MASONRY OPENINGS (M.O.) IN MASONRY WALLS, AS REQUIRED BY ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 2. IF LINTEL IS SPECIFIED ON PLAN WITH COVER PLATE, PLATE SHALL HAVE A WIDTH 1" LESS THAN THE WALL THICKNESS. 3. LINTELS SUPPORTING EXTERIOR MASONRY OR LOCATED IN EXTERIOR WALLS SHALL BE HOT DIPPED GALVANIZED. 4. PROVIDE 6" MIN. BEARING AT EACH END BUT NOT LESS THAN 1" PER FOOT OF SPAN. 5. CORE FILL (2) COURSES OF MASONRY BELOW BEARING WITH MORTAR AT EXISTING WALLS. 6. CORE FILL MASONRY (FULL HT.) BELOW BEARING WITH 3000 PSI GROUT (SEE TYPICAL DET'S FOR REQ'D REINF.) AT ALL NEW WALLS. 7. INSTALL LINTELS WITH LONG LEG VERTICAL (LLV). 8. WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TO ADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORTS. 9. LINTELS ARE FOR NON LOAD BEARING AND UNIFORMLY LOADED BEARING WALLS ONLY, CONSULT WITH ENGINEER FOR REVIEW AND REQ'D LINTEL SIZES AT ALL OTHER LOCATIONS. 10. SEE ARCH. FOR REQ'D DIM'S (ALL OPENINGS). 11. FOR WALLS GREATER THAN 12" IN WIDTH, PROVIDE (1) ADDITIONAL ANGLE FOR EACH 4" OF MASONRY. 12. PROVIDE CONT. CLOSURE ANGLE OR P.T. BLOCKING AS REQ'D AT ALL VENEER CAVITIES (COORD. w/ ARCH.). 13. ALL LINTELS TO BE INSTALLED AT M.O. HEAD (UNLESS NOTED) COORD. w/ ARCH. 14. G.C. SHALL PROVIDE ALL MECH'L DUCT M.O. LOCATIONS AND SIZES TO ENGINEER FOR REVIEW AND REQ'D LINTEL SIZES. 15. PROVIDE SLIP SEAT AT ALL LINTEL ENDS OVER CONTROL JOINTS. ML-1 -SEE SHEET S502 FOR HSS LINTEL INFORMATION SEE CHANNEL LINTEL "CL" DETAIL AND SCHEDULE FOR SIZE AND INFORMATION (1) -L3 1/2x3 1/2x5/16 (2) -L3x2 1/2x5/16 (2) -L3 1/2x3 1/2x5/16 (1) -L5x3 1/2x5/16 LLV 10" WALL (1) WT 7x21.5 7'-0"(1) -L6x3 1/2x3/8 LLV (1) -L4x3 1/2x5/16 (1) -L6x3 1/2x5/16 LLV (2) -L3x2 1/2x5/16 (1) WT 7x13 (1) WT 7x13 (1) WT 7x13 (2) -L4x3 1/2x5/16 (2) -L5x3 1/2x5/16 (2) -L6x3 1/2x5/16 (2) -L6x3 1/2x3/8 (1) WT 7x21.5 (1) WT 7x21.5 (1) WT 7x21.5 (1) WT 7x21.5 12" WALL (3) -L4x3 1/2x5/16 (3) -L5x3 1/2x5/16 (3) -L6x3 1/2x5/16 (3) -L6x3 1/2x3/8 (3) -L6x3 1/2x3/8 MINIMUM CONCRETE MASONRY WALL REINFORCING SCHEDULE WALL LOCATION WALL THICKNESS VERT REINF HORIZ. JT. REINFORCING BOND BEAM REINF ALL EXTERIOR LOAD BEARING AND SHEAR WALLS U.N.O. 6" 8" 12" ALL SIZES #4 AT 32" #5 AT 48" 9 GA. LADDER- TYPE AT 16" O.C. 9 GA. LADDER- TYPE AT 16" O.C. 9 GA. LADDER- TYPE AT 16" O.C. 9 GA. LADDER- TYPE AT 16" O.C. 2-#5 BARS 2-#5 BARS 2-#7 BARS SEE ABOVE NOTES: 1. PROVIDE BOND BEAMS AT TOP AND BOTTOM OF WALL OPENINGS, AT FLOOR AND ROOF LEVELS AND AT 10'-0" O.C. MAX. WHERE NO FLOOR EXISTS. 2. REFER TO PLANS AND SECTIONS FOR REINFORCING REQUIREMENTS MORE STRINGENT THAN IN THIS SCHEDULE. 3. PROVIDE HORIZ. JOINT REINFORCING w/ PRE-FORMED TEES AND CORNERS AT ALL WALLS. ALL SIZES #4 AT 48"9 GA. LADDER- TYPE AT 16" O.C.SEE ABOVE #5 AT 32" #6 AT 24" ALL INTERIOR NON- STRUCTURAL CMU WALLS ALL OTHER INTERIOR LOAD BEARING AND SHEAR WALLS U.N.O. #5x 2'-0" LONG DOWELS AT 48" o.c. IN SOLID GROUTED CELLS. DRILL AND EMBED 6" IN EX. CMU W/ HILTI HIT-HY 70 ADHESIVE NEW CMU WALL (SEE PLAN) EX. MASONRY WALL (V.I.F.) SEALANT, TYP. BACKING ROD, NON-ABSORBENT, TYP. PRE-MOLDED EXPANSION JOINT MATERIAL EXISTING MASONRY WALLMASONRY WALL 3/4" AT EXTERIOR JOINTS 3/8" AT INTERIOR JOINTS (TYP.) 40 (BAR DIA) LAP ADDITIONAL CORNER BARS AS SHOWN TO BE SAME SIZE AS CONT. REINF. CONT. BOND BEAM REINF. PLAN -BOND BEAM REINFORCING #3 #4 #5 #6 #7 #8 DEVELOPMENT LENGTHS FOR REINFORCING BARS IN MASONRY (2015 IBC ALLOWABLE STRESS DESIGN& TMS 402-13) SIZE LAP LENGTH 16" 21" 32" 61" NP MINIMUM LAP LENGTH WITH BAR LOCATED IN CENTER OF CMU CORE 6-in.8-in.10-in. 40" 46" #9 #10 #11 12-in. 26" 43" 60" MS 40 " 46" 61"NP NP NP NP NP NP NPNP NP 16" 16" 16" 21" 21" 21" 26" 26" BASED ON Fy = 60,OOO psi (GRADE 60 STEEL) and F'm = 1,500 psi. CMU MUST BE TWO-CORE, SQUARE CORE UNIT AND MAX. CELL TAPER OF 1/4". ALL MORTAR FINS MUST BE REMOVED FROM CELLS (CORES) TO BE GROUTED. "NP" INDICATES NOT PERMITTED -BAR IS TOO LARGE FOR THIS WALL. "MS" INDICATES MECHANICAL SPLICE -SEE NCMA TEK NOTE 12-6 FOR MORE INFORMATION LAP LENGTH 19" 34" 53" 1 1/2"2" CLR. 40" 16" 26 " MINIMUM LAP LENGTH WITH BAR LOCATED AT FACE OR IN BOND BEAMS w/ (2) BARS #3 #4 #5 #6 #7 #8 SIZE #9 #10 #11 CLR. COVER CMU WALL MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MASONRY REINFORCING LAP REQUIREMENTS OPEN 2'-0" MIN. (TYP.) SEE SCHEDULE SEE NOTE 6 SEE NOTE 1 SEE NOTE 3 SEE NOTE 2 SEE NOTE 6 SEE NOTE 5 SEE NOTE 1 SEE NOTE 4, 4A SEE NOTE 7 SEE NOTE 8 KEYNOTES: 1. WALL SIZE AND GROUTING INFO: A. AT ALL CMU WALLS: SEE PLAN FOR SIZE OF PARTIALLY GROUTED CMU WALL, GROUT SOLID CELLS CONTAINING VERT. REINF. AND BOND BEAMS CONTAINING HORIZ.REINF. 2. WALL CORNER AND END REINF. INFO: A. AT ALL CMU WALLS: (1)-#6 VERT. FULL HEIGHT REINF. AT CORNERS, ENDS OF WALL, AT EA. JAMB AND EA. SIDE OF EA. MCJ. 3. WALL TYP. VERT. REINF. INFO: A. AT ALL CMU WALLS: SEE MASONRY REINF. SCHEDULE AND PLAN NOTES. 4. VERT. FULL HEIGHT REINF. EQUAL TO SIZE OF CMU WALL REINF. (UNLESS OTHERWISE NOTED) AT BOTH SIDES OF OPENINGS. A. PROVIDE ADDT'L BAR UNDER LINTEL BEARING. 5. HORIZ. JOINT REINF. WITHIN 16" OF TOP OF WALLS AT 16" O.C., JOINT REINF. SHALL BE W1.7 (9 GAGE) STEEL WIRE LADDER TYPE, UNLESS NOTED. 6. (2)-#5 CONT. HORIZ. REINF. IN SOLID GROUTED BOND BEAM ABOVE ALL OPENINGS, AT EACH FLOOR LEVEL, AND AT OTHER ELEVATIONS NOTED ON PLANS AND DETAILS. 7. PROVIDE REINF. DOWELS BETWEEN FDN. AND MASONRY WALL EQUAL TO SIZE AND SPACING OF MASONRY VERT. REINF. DOWELS SHALL EXTEND INTO MASONRY WALLS AND SHALL BE LAPPED 48 BAR DIAMETERS MIN. 8. DOWELS IN CONC. FDN., SEE FDN. SECTIONS AND DETAILS FOR SIZE AND SPACING. 9. PROVIDE CLEAN-OUTS AT THE BOTTOM OF ALL REINFORCED CORES. NOTES • ALL GROUTED CELLS SHALL BE MECHANICALLY VIBRATED IN ACCORDANCE WITH ACI 530. IN ADDITION, AFTER 10 MINUTES, MECHANICALLY VIBRATE GROUTED CELLS A SECOND TIME. SEE NOTE 9 SEE NOTE 4, 4A STEEL LINTEL (SEE PLAN) OPEN SEE SCHEDULESCHEDULESEETURNDOWN8"TURNDOWN8"8"8"EQEQMAX. TOLERANCE OF 1" IN EITHER DIRECTION OF CENTER LINEIT IS IMPORTANT TO PLACE REINF. BARS WITHIN MAX. TOLERANCE AS SHOWN. SECTION A-A INSIDE F.O. WALL OUTSIDE F.O. WALL CENTER LINE OF BLOCK AND BAR MAX. TOLERANCE OF 1/2"MAX TOLERANCE OF 1/4" EQ EQ AA AA AA AA AA NOTE: SEE NOTES FOR PLACEMENT OF BLOCK, GROUT, & REINF. BUILD WALL IN 4'-8" (MAX.) LIFTS. NOTE: ALL WALLS SHALL BE LAYED FROM THE INSIDE OF BLDG. PAD. NOTE: USE SMOOTH REBAR GREASED ONE SIDE AT ALL MASONRY CONTROL JOINTS * * NOTE: LAY WALL TO THIS HEIGHT; PLACE NEXT REINF. BAR OR BARS TO SPECIFIED TOLERANCES; PLACE GROUT TO 4" BELOW TOP. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION. RECONSOLIDATE GROUT POUR BY MECHANICAL VIBRATION AFTER INITIAL SETTLEMENT AND WATER LOSS HAS OCCURRED. * * * * NOTE: AT BOTH SIDES OF ALL MASONRY CONTROL JOINTS RUN VERTICAL REBAR FULL HEIGHT. FULLY GROUT EACH CELL. HOOK REBAR INTO FOOTINGS. USE SMOOTH REBAR WITH ONE SIDE GREASED AT INTERMEDIATE BOND BEAMS. REBAR TO BE CONTINUOUS THROUGH CONTROL AND EXPANSION JOINTS IN BOND BEAMS AT JOIST BEARING. NOTE: DISCONTINUE HORIZ. JOINT REINF. AT ALL CONTROL JOINTS. HORIZ. JOINT REINF. SPACED AT 1'-4" ON CENTER VERTICALLY WALL SHALL BE FULLY GROUTED FROM TOP OF FOOTING TO F.F. ELEV. 15 # FELT BONDBREAK INSIDE FACE OF MASONRY OUTSIDE FACE OF MASONRY TOLERANCES FOR PLACING OF REINF. BARS PARALLEL TO WALL= +/-1" PERPENDICULAR TO WALL=+1/2" (TOWARD INSIDE) PERPENDICULAR TO WALL=-1/4" (TOWARD OUTSIDE) IMPORTANT NOTE: NOTE: ALL MASONRY WALLS MUST BE ADEQUATELY BRACED DURING CONSTRUCTION. BRACING SHALL REMAIN IN PLACE UNTIL METAL ROOF DECK IS COMPLETED. 3" MIN. BOND BEAM W/ (2) #5 CONT. SEE ARCH. FOR PARAPET DETAILS AND OTHER MASONRY DETAILS AND DIMENSIONS. REPEAT REINF. PATTERN TO TOP OF WALL PLACED GROUT TO 4" BELOW TOP PLACED GROUT TO 4" BELOW TOP PLACED GROUT TO 4" BELOW TOP PLACED GROUT TO 4" BELOW TOP PLACED GROUT TO 4" BELOW TOP NOTE: VERTICAL REBAR MUST RUN CONTINUOUSLY THROUGH ALL BOND BEAMS SEE MASONRY WALL CONSTRUCTION NOTES ON SHEET S-X.X FOR VERTICAL REINFORCING REQUIREMENTS ALL CELLS W/ REINF. SHALL BE FULLY GROUTED (1) -#4 BAR CONT. (1) -#4 BAR CONT. 1/2" COMP. JT. FILLER W/ SEALANT 12" CMU (SEE ARCH. SHTS. FOR TEXTURE) SLAB WHERE OCCURS. SEE PLAN. SEE PLAN FOR TOP OF FTG. ELEV. DOWELS TO BE SAME SIZE AND SPACING AS VERTICAL REINFORCING. CENTER LINE OF FTG & WALL TYP. GRID SEE PLANACTUAL # OF BLOCK COURSESBASED ON ELEV. DIFFERENCE... ...LAP BARS 48 DIAMETERS MIN.(TYP.)NOTE: SEE SITE GRADING PLAN FOR SPOT ELEVATIONS. FULL MORTAR BEDDING AT FIRST COURSE 6" DRAIN PIPE . REF. GEOTECH. REPORT AND CIVIL DWG's.MIN. (TYP.)LAP BARS 48 DIAMETERSJOISTS / RAFTERS PERPENDICULAR 1" MAX.22.5°3/4" DIA. A307 PRE-BENT THREADED ROD AT 6'-0"o.c.. DRILL 1" DIA. HOLE AND ADHESIVELY EMBED W/ HILTI HIT-HY 70 IN SCREEN TUBE EXISTING EXTERIOR MASONRY WALL EXISTING PLYWOOD SHEATHING EXISTING FLOOR JOISTSV.I.F. 13" MIN.2 3/4"FULL-DEPTH 2x BLOCKING AT EA. THREADED ROD. FASTEN TOP AND ENDS OF BLOCKING W/ (4)-10d COMMON NAILS, MIN. NOTE:INSTEAD OF INSTALLING THREADED ROD DOWN AT 22.50 DEG., THE ROD MAY BE INSTALLED AT 22.50 DEG. LEFT OF RIGHT (FLAT AND DIAGONALLY IN OR OUT OF THE DETAIL). 1" MAX.22.5°3/4" DIA. A307 PRE-BENT THREADED ROD AT 6'-0"o.c.. DRILL 1" DIA. HOLE AND ADHESIVELY EMBED W/ HILTI HIT-HY 70 IN SCREEN TUBE EXISTING EXTERIOR MASONRY WALL EXISTING PLYWOOD SHEATHING EXISTING FLOOR JOISTSV.I.F. 13" MIN.2 3/4"SIMPSON LTT19 TENSION TIE W/ (8)-10d (COMMON)x 1 1/2" NAILS JOISTS / RAFTERS PARALLEL NOTE: DETAILS ARE REQ'D TO ALL FLOORS AND ROOFS TO THE EXTERIOR WALLS AND THE WALL ALONG LINE 1.4 (NOT REQ'D AT NON RENOVATED AREAS OF 1ST AND 2ND FLOOR LEVELS) WOOD BEAM HOT DIPPED GALVANIZED SIMPSON A35 FRAMING ANGLE EACH SIDE OF BEAM 1"(PLUS OR MINUS) NON-SHRINK GROUT EX. MASONRY WALL WRAP END OF BEAM W/ GRACE VYCOR PLUS WRAP TO PROTECT FROM GROUT PRESSURE TREATED BEAM + 8" WOOD PLATE W/ 1/2" DIA. A36 TREADED ANCHOR RODS 1 1/2" FROM ENDS, DRILL IN AND EMBED 5" W/ AN APPROVED ADHESIVE ANCHORING SYSTEM NOTES: GROUT POCKET SOLID AFTER BEAM INSTALLATION 8" 5" 1/2" 1"± NON- SHRINK GROUT STL. BM. (SEE PLAN)L2x2x1/4 WITHIN POCKET, (1) SIDE OF WEB ONLY EX. BRICK MASONRY WALL 1/2" BEARING PL 1/2"x 6 1/2"x FLANGE WIDTH + 6" (UNLESS NOTED) w/ 1/2" DIA. THREADED RODS LOCATED 3" FROM ENDS AND ADHESIVELY EMBEDDED 5" W/ HILTI HIT-HY 70 5" POCKET 8" DO NOT WELD UNTIL STL. FRAMING IS PLUMBED STEEL BEAM AT EXIST. BRICK MASONRY WALLTIMBER BEAM AT EXIST. BRICK MASONRY WALL SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S501 TYPICAL MASONRY SECTIONS, DETAILS AND SCHEDULES NO SCALE6TYPICAL CMU ISOLATION JOINT DETAIL NO SCALE5TYPICAL CMU WALL DETAILS N.T.S.2 MASONRY LINTEL "ML" SCHEDULE NO SCALE1MASONRY REINFORCING SCHEDULE 3/8" = 1'-0"9 TYPICAL CMU WALL CONNECTION AT EXISTING WALL NO SCALE8TYPICAL CMU ISOLATION JOINT DETAIL 3/4" = 1'-0"7 TYPICAL BOND BEAM CORNER DETAIL 3/4" = 1'-0"3 TYPICAL MASONRY REINFORCING LAP LENGTH NO SCALE4TYPICAL MASONRY REINFORCEMENT ELEVATION - LOOSE LINTELS 1/2" = 1'-0"12 TYPICAL HIGH/LOW LIFT GROUTING DETAIL NO SCALE11TYPICAL PERIMETER WALL TO FLOOR/ ROOF DETAIL NO SCALE10TYPICAL BEAM BEARING POCKET DETAIL 1'-0" MIN. 8" SEE ARCH. DWGS. 5'-0" MAX. OPENING MIN. 8"1'-0" EXIST. OPENING EXISTING BRICK MASNORY WALL EXIST. GRANITE BAND (V.I.F.) GRANITE JOINTS (V.I.F.) EDGE OF NEW OPENING, SEE ARCH. DWGS. - 2"8"6'-8"8"2" SUGGESTED TEMP SHORING -C8x11.5 EA. SIDE W/3/4"Ø A36 THROUGH BOLTS 2"4"2"NOTE: ADDITIONAL SHORING MAY BE REQUIRED DURING INSTALLATIO OF ANGLES, CONTRACTOR TO PROVIDE, AS NEEDED. SECTION ELEVATION REMOVE GRANITE HEADER AND JAMB BELOW AND REBUILD BOTTOM OF WALL EDGE WITH MATCHING BRICK, PROVIDE SHORING AS REQUIRED. PROVIDE NEW L5x3 1/2x5/16 GALV. LINTEL ANGLE PER 4" OF WALL, (MIN. 8" BEARING AT EA. END.) V.I.F.(V.I.F.) 16" MAX. 3/4" DIA. A36 THRU-BOLTS AT 16"O.C. (STAGGERED) AND AT EACH END. NOTE: LOCATE BOLTS AT MORTAR JOINTS . CONT. 3/8"x16" PLATE WELDED TO EACH CHANNEL. REPAIR SURFACES DAMAGED BY WELD W/ZRC PAINT (TYP.) 1/4"2-124" AT EA. END EXIST. MULTI-WYTHE BRICK WALL (V.I.F.) EXISTING MASONRY TO BE BE SAW CUT AT MORTAR JOINTS TO ACCEPT NEW CHANNEL SECTIONS SUGGESTED PROCEEDURE: 1. SAW CUT EXISTING MASONRY AT ONE SIDE AT MORTAR JOINT AND INSTALL CHANNEL SECTION. 2. REPEAT AT OTHER SIDE. 3. INSTALL THRU-BOLTS AT EACH END AND AS REQ'D. (COORDINATE LOCATIONS WITH MORTAR JOINTS) 4. REMOVE MASONRY BELOW LINTEL TO M.O. DIMENSIONS INDICATED. 5. WELD COVER PLATE AS SHOWN. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SHORING EXISTING STRUCTURE DURING INSTALLATION OF CHANNELS TO PREVENT ANY STRUCTURAL DAMAGE TO BUILDING OR MASONRY. NOTE: GALV. ALL PIECES AT EXTERIOR CONDITIONS SCHEDULE CL-1 = (2) C8x11.5 x 4'-0" MAX. M.O. CL-2 = (2) CONT. CHANNEL (SEE SCHEDULE) SEE PLAN 10'-0" MAX. M.O.EXIST. MULTI-WYTHE BRICK WALL (V.I.F.) 4"1'-0"SPACING AT 16" O.C. (MAX.)1'-0"4" CONT. CHANNEL EA. SIDE (SEE SCHEDULE) 3/4" DIA. A36 THRU-BOLTS CONT. 3/8" PLATE END OF PLATE 1/2" BEARING 1'-0" MIN. END OF PLATE 1/2" BEARING 1'-0" MIN. VERIFY 1/4"2-124" AT EA. END EXIST. MULTI-WYTHE BRICK WALL (V.I.F.) EXISTING MASONRY TO BE BE SAW CUT AT MORTAR JOINTS TO ACCEPT NEW HSS SECTIONS SUGGESTED PROCEEDURE: 1. SAW CUT EXISTING MASONRY AT ONE SIDE AT MORTAR JOINT AND INSTALL (1) HSS8x4x5/16 PER EACH 4" WYTHE OF MASONRY w/ 12" MIN. BEARING AT EA. END. 2. REPEAT AT OTHER SIDE. 3. REMOVE MASONRY BELOW LINTEL TO M.O. DIMENSIONS INDICATED. 4. WELD AS SHOWN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SHORING EXISTING STRUCTURE DURING INSTALLATION OF CHANNELS TO PREVENT ANY STRUCTURAL DAMAGE TO BUILDING OR MASONRY. NOTE: GALV. ALL PIECES AT EXTERIOR CONDITIONS SCHEDULE ML-1 = (1) HSS8x4x5/16 PER WYTHE x 7'-0" MAX. M.O. CONT. CHANNEL (SEE SCHEDULE) SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S502 TYPICAL MASONRY DETAILS 3/4" = 1'-0"1 NEW EXTERIOR OPENING LINTEL 1 1/2" = 1'-0"2 CHANNEL LINTEL "CL" SECTION AND DETAIL 1 1/2" = 1'-0"3 MASONRY LINTEL ML-1 DETAIL R O W S P A C IN G EDGE SPACING = 1 3/4" ROW SPACING = 3" FASTEN TRACK TO FOUNDATION WALL/ SLAB/ STEEL BEAM W/ (2) ROWS 0.177" DIA. PAF AT 16"o.c. MIN, STAGGER AT 8"o.c. MIN. FASTEN TRACK TO STUD FLANGE W/(1) #12 SCREW EACH SIDE TRACK, 12 GA. MIN. E D G E D IS T A N C E STUDSX" (MAX.)X" (MAX.)X" (MAX.)C A B 4 " (M IN )A B C REFER TO SECTIONS FOR TRACK SIZE END OF SLIP TRACK C.L. OF STU D TYPICAL STUD (1) #10 SCREW PER STUD FLANGE THROUGH CENTER OF SLOT SLOTTED SLIP TRACK NOTE: DIMENSIONS A, B, AND C MUST ALL BE AT LEAST 1" (MIN.) TYPICAL STUD REFER TO SECTIONS FOR FASTENERS TO STRUCTURE ABOVE SECTION AT SLAB ABOVE SECTION AT STEEL BEAM ABOVE SLOTTED SLIP TRACK TYPICAL STUD ATTACH TRACK END TO SLAB USING: (4)-0.177" DIA. P.A.F.'s AT JAMB IN ADDITION TO UNIFORMLY SPACED TRACK FASTENERS2"MIN. FROMEDGE OF SLAB3"1"3"MIN.SPACINGCONCRETE FDN. FULL HEIGHT JAMB POST, SEE PLAN CAP OPENING SIDE OF JAMB WITH TRACK ATTACHED WITH (1)#10-16 SCREW AT 16" O.C. IN EACH LEG. 3 " M IN .S P A C IN G 2 " M IN .F R O M E D G E O PE NIN G (1)-#10-16 SCREW AT EACH FLANGE. RUNNER TRACK TOP VIEW CUT FLANGES AND BEND 3/4" MAX.5"TRACK BOXED HEADER, SEE PLAN JAMB POST, SEE PLAN SILL TRACK FASTEN SILL TO JAMB, SEE "TYPICAL STUD WALL OPENING" DETAIL THIS SHEET FASTEN HEAD TO JAMB, SEE TYP. DETAIL NOTE:DESIGN HEADER TO CARRY A 400 PLF (MIN.) LINEAR LOAD SEE ARCH. DWG'SSEE ARCH. DWG'S OPEN JAMB POST, SEE PLAN FASTEN WINDOW HEADER TO JAMB POST W/ 14 GA. CLIP ANGLES TOP AND BOT. W/ (10)-#12 SCREWS TO JAMB AND (4)-#12 SCREWS TO HEAD FASTEN SILL TO JAMB POST WITH 16 GA. CLIP ANGLES WITH (3)-#12 SCREWS PER LEG PER ANGLE HEADER, SEE PLAN METAL STUD WALL, SEE PLAN SILL, FASTEN TO JAMB POST SIMILAR TO HEADER OR 24" O.C. MAX.ATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK, 14 GA. MINIMUM. USE (8)#10-16 SCREWS AS SHOWN (2) OR MORE JAMB STUDS (2)-JAMB STUDS BACK TO BACK ATTACH JAMB MEMBERS USING (2) #10-16 SCREWS AT 16" O.C. CAP JAMB WITH 18GA. MIN. TRACK FOR WINDOW ATTACHMENT EXTEND 6" ABOVE HEADER & 6" BELOW SILL CONNECTIONS CLIP ANGLES PIECE OF WALL STUD CUT TO FIT TIGHT BETWEEN STUDS, (2) AT 8'-0" O.C. MAX FULL WIDTH SOLID BRIDGING STRAP BRIDGING PLAN DETAIL ELEVATION DETAIL NOTE: STRAP BRIDGING AT 4'-0" O.C. MAX VERITCALLY. ATTACH ENDS OF STRAP BRIDGING TO JAMB STUD, SOLID BRIDGING, OR BUILDING STRUCTURE ATTACH TRACK TO EACH STUD FLANGE TRACK STUDS ATTACH 24" O.C. MAX. SOUSAdesign A r c h i t e c t s 81 Boylston Street, 2nd Floor Brookline, MA 02445 617 . 879 . 9100 www.sousadesign.com Revisions Drawn by: Ckd by: ISSUED FOR: PERMIT / CONSTRUCTION 217-221 ESSEX STREET Salem, MA 01970 48 Constitution Dr. Bedford, NH 03110 (603) 472-4488 www.tfmoran.com Project #: 31893.00 Copyright 2020 © Thomas F. Moran Inc. (TFM) 48 Constitution Drive, Bedford, NH 03110 All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwise reproduced in any form whatsoever without the prior written permission of TFM. These plans and materials are not effective unless signed by a duly authorized officer of TFM. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SPRINGFIELD AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SPRINGFIELD AND VA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. --- LPC3 / AMG PES / TEL Date:06.12.2020 Job #:1863 S601 TYPICAL CFS DETAILS NO SCALE1TYPICAL LGM BOTT. TRACK CONNECTIONS NO SCALE2TYPICAL LGM TOP TRACK CONNECTIONS NO SCALE3TYPICAL LGM TRACK BOTT. AT JAMB NO SCALE4TYPICAL LGM HEADER CONSTRUCTION NO SCALE5TYPICAL LGM HEADER DETAILS NO SCALE6TYPICAL LGM HEADER JAMB DETAILS NO SCALE7TYPICAL LGM BRIDGING DETAIL NO SCALE8TYPICAL LGM CORNER POST DETAIL PANELBOARD MDP: 400A MB, 84 SPACE LOCATION: ELECTRICAL ROOM VOLTS PH/WIRE REMARKS IR 208/120V 3/4 COPPER BUS, SURFACE MOUNT, BOLT ON BREAKERS 65 KAIC CIRC. NO. KVA DESCRIPTION BREAKERS POLES REMARKS AMPS 1, 2, 3 FUTURE PV SPACE -3 4, 5, 6 - PANELBOARD - P1 - BASEMENT 200 3 CONNECT TO EXISTING PANEL 7, 8, 9 16.53 ELEVATOR 60 3 13 0.50 ELEVATOR COMMUNICATIONS 20 1 14 0.50 ELEVATOR CAB LIGHTS 20 1 15 0.50 ELEVATOR SUMP PUMP 20 1 GFCI 16 0.50 TELEPHONE / DATA BACKBOARD RECEPTACLES 20 1 GFCI 17 1.00 TELEPHONE / DATA BACKBOARD RECEPTACLES 20 1 GFCI 18 1.00 BI-DIRECTIONAL AMPLIFIER CIRCUIT 1 (IF REQUIRED)20 1 19 1.00 BI-DIRECTIONAL AMPLIFIER CIRCUIT 2 (IF REQUIRED)20 1 20 1.00 FIRE ALARM CONTROL PANEL 20 1 21 1.00 FIRE ALARM POWER SUPPLIES & SMOKE GUARDS 20 1 22 1.00 FIRE ALARM DACT 20 1 AFCI 23 0.50 DOOR POWER SUPPLIES 20 1 AFCI 24 0.50 DOOR POWER SUPPLIES 20 1 AFCI 25 0.50 VIDEO ENTRY SYSTEM 15 1 AFCI 26,27,28 6.59 HEAT PUMP - HP-1 - ELEVATOR MACHINE ROOM 20 3 29,30,31 0.10 FAN COILS - FCU 1.1 - ELEVATOR MACHINE ROOM 15 3 32,33 6.05 HEAT PUMP - HP-2 - SERVING CORRIDORS 35 2 34,35 0.37 FAN COILS - FCU's 2.1-2.6 - CORRIDORS 15 2 36,37,38 5.94 HEAT PUMP - HP-17 - ENTRY LOBBY 25 3 39,40,41 0.22 FAN COILS - FCU 17.1 - ENTRY LOBBY 15 3 42,43,44 5.94 HEAT PUMP - HP-18 - TRASH ROOM 25 3 45,46,47 0.22 FAN COILS - FCU 18.1 - TRASH ROOM 15 3 48 0.50 TRASH ROOM EXHAUST FAN 15 1 49 0.50 EXTERIOR EMERGENCY LIGHTING INVERTER 20 1 50 0.50 BASEMENT RECEPTACLES 20 1 GFCI 51 0.18 BASEMENT LIGHTING 20 1 AFCI 52 0.72 1ST FLOOR RECEPTACLES 20 1 53 0.50 1ST FLOOR LIGHTING 20 1 AFCI 54 0.72 1ST FLOOR TRASH ROOM RECEPTACLES 20 1 GFCI / AFCI 55 0.72 2ND FLOOR RECEPTACLES 20 1 56 0.50 2ND FLOOR LIGHTING 20 1 AFCI 57 0.72 3RD FLOOR RECEPTACLES 20 1 58 0.50 3RD FLOOR LIGHTING 20 1 AFCI 59 0.72 ROOF RECEPTACLES & LIGHTING - 217 ESSEX (LOW ROOF) 20 1 GFCI / AFCI 60 0.72 4TH FLOOR RECEPTACLES 20 1 61 0.50 4TH FLOOR LIGHTING 20 1 AFCI 62 0.72 5TH FLOOR RECEPTACLES 20 1 63 0.50 5TH FLOOR LIGHTING 20 1 AFCI 64 0.72 5TH FLOOR RECEPTACLES 20 1 65 0.72 ROOF RECEPTACLES & LIGHTING - 221 ESSEX (HIGH ROOF) 20 1 GFCI / AFCI 66 - 69 SPARE (TYP-4)20 1 GFCI 70 - 84 - SPACE - TOTAL KVA 62.11 84 PANELBOARD C2: 400A MLO, 30 SPACE LOCATION: BASEMENT 217 COM. SPACE VOLTS PH/WIRE REMARKS IR 208/120V 3/4 COPPER BUS, FLUSH MOUNT, BOLT ON BREAKERS 42 KAIC CIRC. NO. KVA DESCRIPTION BREAKERS POLES REMARKS AMPS 1, 2, 3 PANELBOARD - LC-C - BASEMENT 100 3 CONNECT TO EXISTING PANEL 4, 5, 6 50.00 PANELBOARD - LC-A - FIRST FLOOR 217 COMMERCIAL SPAC 200 3 CONNECT TO EXISTING PANEL 7, 8, 9 PANELBOARD - LC-C - BASEMENT 100 3 CONNECT TO EXISTING PANEL 10 - 13 SPARE 20 1 GFCI (TYP-4) 13 - 30 - SPACE - TOTAL KVA 50.00 42 LOADCENTER LC2: 200A MLO, 42 1-POLE SPACES LOCATION: TYPICAL 2 BDRM DU'S VOLTS PH/WIRE REMARKS IR 120/208V 1/3 FLUSH MOUNT, PLUG-ON BREAKERS 22 KAIC BREAKERS AMPS 1 1.50 RECEPTACLES - APPLIANCE BRANCH CIRCUITS 20 1 AFCI / GFCI 2 1.50 RECEPTACLES - APPLIANCE BRANCH CIRCUITS 20 1 AFCI / GFCI 3 1.20 DISPOSAL (1/2HP)15 1 AFCI / GFCI 4 1.20 DISHWASHER 15 1 AFCI / GFCI 5 1.50 MICROWAVE/RANGE HOOD 20 1 AFCI 6,7 10.00 RANGE 40 2 AFCI 8 0.50 REFRIGERATOR 20 1 AFCI 9 0.50 DWELLING UNIT, ERV 20 1 AFCI 10 0.50 LIGHTING 15 1 AFCI 11 0.50 LIGHTING/FIRE ALARM 15 1 AFCI 12 1.50 CLOTHES WASHER 20 1 AFCI 13 5.00 ELECTRIC CLOTHES DRYER 30 2 GFCI 14 1.44 RECEPTACLES - LIVING ROOM/DINING 20 1 AFCI 15 0.36 RECEPTACLES - BATHROOM(S)20 1 GFCI 16 0.72 RECEPTACLES - BEDROOM 1 15 1 AFCI 17 0.72 RECEPTACLES - BEDROOM 2 (OR SPARE)15 1 AFCI 18 0.50 ELECTRIC RADIANT FLOOR HEAT IN BATHROOM 20 1 AFCI / GFCI 19,20 4.50 DOMESTIC HOT WATER EQUIPMENT 30 2 AFCI 21,22 3.43 HEAT PUMP (LOCATED ON ROOF)25 2 - PROVIDE 35A, 2 POLE CB FOR DWELLING UNITS #340 & #306 HEAT PUMPS 23,24 0.29 FAN COIL(S)15 2 25 0.36 MEDIA CABINET / TV RECEPTACLES 20 1 AFCI 26 - 27 SPARE (TYP-2)20 1 AFCI / GFCI 28 - 42 SPACE TOTAL KVA 37.72 42 CIRC. NO. KVA DESCRIPTION POLES REMARKS LOADCENTER LC3: 200A MLO, 42 1-POLE SPACES LOCATION: 2 BDRM ACCESSIBLE DU #203 VOLTS PH/WIRE REMARKS IR 120/208V 1/3 FLUSH MOUNT, PLUG-ON BREAKERS 22 KAIC BREAKERS AMPS 1 1.50 RECEPTACLES - APPLIANCE BRANCH CIRCUITS 20 1 AFCI / GFCI 2 1.50 RECEPTACLES - APPLIANCE BRANCH CIRCUITS 20 1 AFCI / GFCI 3 1.20 DISPOSAL (1/2HP)15 1 AFCI / GFCI 4 1.20 DISHWASHER 15 1 AFCI / GFCI 5 1.50 MICROWAVE 20 1 AFCI 6,7 10.00 RANGE / COOK TOP 40 2 AFCI 8,9 2.80 WALL OVEN 20 2 AFCI 10 0.50 REFRIGERATOR 20 1 AFCI 11 0.50 RANGE HOOD 20 1 AFCI 12 0.50 DWELLING UNIT, ERV 20 1 AFCI 13 0.50 LIGHTING 15 1 AFCI 14 0.50 LIGHTING/FIRE ALARM 15 1 AFCI 15 1.50 CLOTHES WASHER 20 1 AFCI 16 5.00 ELECTRIC CLOTHES DRYER 30 2 GFCI 17 1.44 RECEPTACLES - LIVING ROOM/DINING 20 1 AFCI 18 0.36 RECEPTACLES - BATHROOM(S)20 1 GFCI 19 0.72 RECEPTACLES - BEDROOM 1 15 1 AFCI 20 0.72 RECEPTACLES - BEDROOM 2 15 1 AFCI 21 0.50 ELECTRIC RADIANT FLOOR HEAT IN BATHROOM 20 1 AFCI / GFCI 21,22 4.50 DOMESTIC HOT WATER EQUIPMENT 30 2 AFCI 23,24 3.43 HEAT PUMP (LOCATED ON ROOF)25 2 25,26 0.29 FAN COIL(S)15 2 27 0.36 MEDIA CABINET / TV RECEPTACLES 20 1 AFCI 28 - 29 SPARE (TYP-2)20 1 AFCI / GFCI 30 - 42 SPACE TOTAL KVA 41.02 42 CIRC. NO. KVA DESCRIPTION POLES REMARKS LOADCENTER LC1: 200A MLO, 30 1-POLE SPACES LOCATION: TYPICAL 1 BDRM DU'S VOLTS PH/WIRE REMARKS IR 120/208V 1/3 FLUSH MOUNT, PLUG-ON BREAKERS 22 KAIC BREAKERS AMPS 1 1.50 RECEPTACLES - APPLIANCE BRANCH CIRCUITS 20 1 AFCI / GFCI 2 1.50 RECEPTACLES - APPLIANCE BRANCH CIRCUITS 20 1 AFCI / GFCI 3 1.20 DISPOSAL (1/2HP)15 1 AFCI / GFCI 4 1.20 DISHWASHER 15 1 AFCI / GFCI 5 1.50 MICROWAVE/RANGE HOOD 20 1 AFCI 6,7 10.00 RANGE 40 2 AFCI 8 0.50 REFRIGERATOR 20 1 AFCI 9 0.50 DWELLING UNIT, ERV 20 1 AFCI 10 0.50 LIGHTING 15 1 AFCI 11 0.50 LIGHTING/FIRE ALARM 15 1 AFCI 12 1.50 CLOTHES WASHER 20 1 AFCI 13 5.00 ELECTRIC CLOTHES DRYER 30 2 GFCI 14 1.44 RECEPTACLES - LIVING ROOM/DINING 20 1 AFCI 15 0.36 RECEPTACLES - BATHROOM(S)20 1 GFCI 16 0.72 RECEPTACLES - BEDROOM 1 15 1 AFCI 17,18 4.50 DOMESTIC HOT WATER EQUIPMENT 30 2 AFCI 19,20 3.43 HEAT PUMP (LOCATED ON ROOF)25 2 21,22 0.15 FAN COIL(S)15 2 23 0.36 MEDIA CABINET / TV RECEPTACLES 20 1 AFCI 24 - 25 SPARE (TYP-2)20 1 AFCI / GFCI 26 - 30 SPACE TOTAL KVA 36.36 30 CIRC. NO. KVA DESCRIPTION POLES REMARKS SUPPLY FAN DIMENSIONS WEIGHT POWER SUPPLY Min Circuit Amps Max Overcurrent Protection WxHxD Net °F DB °F WB Voltage - Phase MCA MOP inch lbs FCU-1.1 Machine Room FTX18NMVJU 1.5 Wall Mounted Unit HP-1 -400 18,000 14,480 75.0 62.5 21,600 72.0 208-230V 1ph 0.5 15.0 39 x 11.4 x 10.4 27.0 [7] FCU-2.1 221-Corridor-2nd FXZQ05TAVJU 0.5 4-Way Discharge Ceiling Cassette (2' x 2') HP-2 No 300 4,947 4,391 75.0 62.5 6,479 72.0 208-230V 1ph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 BRC1E73 (1), BYFQ60C3W1W (1) FCU-2.2 217-Corridor-2nd FXZQ05TAVJU 0.5 4-Way Discharge Ceiling Cassette (2' x 2') HP-2 No 300 4,947 4,391 75.0 62.5 6,479 72.0 208-230V 1ph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 BRC1E73 (1), BYFQ60C3W1W (1) FCU-2.3 221-Corridor-3rd FXZQ05TAVJU 0.5 4-Way Discharge Ceiling Cassette (2' x 2') HP-2 No 300 4,947 4,391 75.0 62.5 6,479 72.0 208-230V 1ph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 BRC1E73 (1), BYFQ60C3W1W (1) FCU-2.4 217-Corridor-3rd FXZQ05TAVJU 0.5 4-Way Discharge Ceiling Cassette (2' x 2') HP-2 No 300 4,947 4,391 75.0 62.5 6,479 72.0 208-230V 1ph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 BRC1E73 (1), BYFQ60C3W1W (1) FCU-2.5 221-Corridor-4th FXZQ05TAVJU 0.5 4-Way Discharge Ceiling Cassette (2' x 2') HP-2 No 300 4,947 4,391 75.0 62.5 6,479 72.0 208-230V 1ph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 BRC1E73 (1), BYFQ60C3W1W (1) FCU-2.6 221-Corridor-5th FXZQ05TAVJU 0.5 4-Way Discharge Ceiling Cassette (2' x 2') HP-2 No 300 4,947 4,391 75.0 62.5 6,479 72.0 208-230V 1ph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 BRC1E73 (1), BYFQ60C3W1W (1) FCU-3.1 Unit 201, 301-Bed-1 FXAQ09PVJU 0.8 Wall Mounted Unit HP-3 No 280 8,000 6,558 75.0 62.5 10,299 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1) FCU-3.2 Unit 201, 301-Living FXAQ12PVJU 1.0 Wall Mounted Unit HP-3 No 290 10,100 7,792 75.0 62.5 12,999 72.0 208-230V 1ph 0.4 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-3.3 Unit 201, 301-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-3 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-4.1 Unit 202, 302-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-4 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-4.2 Unit 202, 302-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-4 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-4.3 Unit 202, 302-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-4 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-5.1 Unit 203-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-5 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-5.2 Unit 203-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-5 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-5.3 Unit 203-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-5 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-6.1 Unit 204-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-6 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-6.2 Unit 204-Bed-2 FXAQ09PVJU 0.8 Wall Mounted Unit HP-6 No 280 8,000 6,558 75.0 62.5 10,299 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-6.3 Unit 204-Living FXAQ12PVJU 1.0 Wall Mounted Unit HP-6 No 290 10,100 7,792 75.0 62.5 12,999 72.0 208-230V 1ph 0.4 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-7.1 Unit 205-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-7 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-7.2 Unit 205-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-7 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-7.3 Unit 205-Living FXAQ09PVJU 0.8 Wall Mounted Unit HP-7 No 280 8,000 6,558 75.0 62.5 10,299 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-8.1 Unit 206-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-8 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-8.2 Unit 206-Bed-2 FXAQ09PVJU 0.8 Wall Mounted Unit HP-8 No 280 8,000 6,558 75.0 62.5 10,299 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-8.3 Unit 206-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-8 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-9.1 Unit 303- Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-9 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-9.2 Unit 303-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-9 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-9.3 Unit 303-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-9 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-10.1 Unit 304-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-10 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-10.2 Unit 304-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-10 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-10.3 Unit 304-Living-1 FXAQ12PVJU 1.0 Wall Mounted Unit HP-10 No 290 10,100 7,792 75.0 62.5 12,999 72.0 208-230V 1ph 0.4 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-10.4 Unit 304-Living-2 FXAQ18PVJU 1.5 Wall Mounted Unit HP-10 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-11.1 Unit 305-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-11 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-11.2 Unit 305-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-11 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-11.3 Unit 305-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-11 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-12.1 Unit 306-Bed-1 FXAQ07PVJU 0.6 Wall Mounted Unit HP-12 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-12.2 Unit-306-Bed-2 FXAQ07PVJU 0.6 Wall Mounted Unit HP-12 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-12.3 Unit 306-Living-1 FXAQ18PVJU 1.5 Wall Mounted Unit HP-12 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-12.4 Unit 306-Living-2 FXAQ18PVJU 1.5 Wall Mounted Unit HP-12 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-13.1 Unit 401,501-Bed FXAQ07PVJU 0.6 Wall Mounted Unit HP-13 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-13.2 Unit 401,501-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-13 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-14.1 Unit 402, 502-Bed FXAQ07PVJU 0.6 Wall Mounted Unit HP-14 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-14.2 Unit 402,502-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-14 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-15.1 Unit 403, 503-Bed FXAQ07PVJU 0.6 Wall Mounted Unit HP-15 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-15.2 Unit 403,503-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-15 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-16.1 Unit 404, 504-Bed FXAQ07PVJU 0.6 Wall Mounted Unit HP-16 No 260 6,300 5,585 75.0 62.5 8,100 72.0 208-230V 1ph 0.3 15.0 31.3 x 11.4 x 9.3 26.5 BRC1E73 (1)[7] FCU-16.2 Unit 404,504-Living FXAQ18PVJU 1.5 Wall Mounted Unit HP-16 No 500 15,149 11,722 75.0 62.5 19,499 72.0 208-230V 1ph 0.4 15.0 41.3 x 11.4 x 9.3 30.9 BRC1E73 (1)[7] FCU-17.1 First Floor Lobby FCQ18TAVJU 1.5 Round Flow Sensing Cassette HP-17 -818 19,900 16,000 75.0 62.6 19,100 72.0 208-230V 1ph 0.6 15.0 33.1 x 10.1 x 33.1 63 - FCU-18.1 Trash Room FAQ18TAVJU 1.5 Wall Mounted Unit HP-18 -450 19,900 12,500 75.0 62.6 19,100 72.0 208-230V 1ph 0.6 15 41.4 x 11.4 x 9.25 31 -[7] Schedule Notes: 1 Nominal cooling capacities are based on indoor coil EAT of 75/62.6°F (DB/WB), outdoor of 91°F (DB) 2 Nominal heating capacities are based on indoor coil EAT of 72°F (DB), outdoor of 6°F (WB) 3 Coordinate electrical charactersitics with EC prior to ordering unit 4 Ductless fan coils to be provided with manufacturer washable filter [1-set] 5 Ducted FCUs to be provided with 2" Merv-8 filter and filter kit 6 Each FCU shall be provided with a wired thermostat and disconnect switch (BRC1E73) 7 Wall Mount IDUs shall be provided with field installed Sauermann SI-30 condensate pumps 8 Ducted IDUs to have an internal condensate pump capable of 24" of lift 9 All low voltage communication control wiring shall be 18/2 AWG - Non Sheidled - Stranded wire TAG [1][2][3][4][5][6][8][9] MODEL NUMBER NOMINAL TONNAGE TYPE ELECTRICAL INDOOR UNIT SCHEDULE (BASIS OF DESIGN-DAIKIN) NOTESSENSIBLE BTU/h ENTERING AIR COOLING CAPACITY TOTAL BTU/h ENTERING AIR °Fdb HEATING CAPACITY CONDENSING UNIT ZONE CHANGEOVER DEVICE CONNECTED TO: OPTIONS AND ACCESSORIESAIR FLOW RATE cfm TOTAL BTU/hSERVICE BTU/h AMBIENT DESIGN (°F DB)BTU/h AMBIENT DESIGN (°F DB / WB) VOLTAGE- PHASE MIN CIRCUIT AMPS (MCA) MAX OVERCURRENT PROTECTION (MOP) RUNNING CURRENT(RLA) (WxHxD) (inch) WEIGHT (lbs)EER IEER COP47 COP17 SCHE Notes HP-1 RX18NMVJU 1.5 Air cooled heat pump (1) 18,000 95.0 9,650 6.0 / 4.0 208V - 230V 3ph 18.3 20 10.8 34.2 x 28.3 x 12.6 97.0 - - - - - HP-2 RXSQ48TAVJUA 4 Air cooled heat pump (1) 41,968 91.0 36,835 6.0 / 3.0 72.5 208-230V 1ph 29.1 35.0 19.0 37.0 x 39.0 x 12.6 176.4 10.3/9.4 18/16 n/a/3.8 n/a/2.82 n/a/n/a HP-3 RXSQ24TAVJUA 2 Air cooled heat pump (1) 25,009 91.0 25,202 6.0 / 3.0 120.8 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-4 RXSQ36TAVJUA 3 Air cooled heat pump (1) 30,196 91.0 29,721 6.0 / 3.0 91.7 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 12/10 18/16 n/a/3.75 n/a/2.7 n/a/n/a HP-5 RXSQ36TAVJUA 3 Air cooled heat pump (1) 30,196 91.0 29,721 6.0 / 3.0 91.7 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 12/10 18/16 n/a/3.75 n/a/2.7 n/a/n/a HP-6 RXSQ24TAVJUA 2 Air cooled heat pump (1) 25,009 91.0 25,202 6.0 / 3.0 120.8 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-7 RXSQ24TAVJUA 2 Air cooled heat pump (1) 21,275 91.0 24,193 6.0 / 3.0 102.1 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-8 RXSQ36TAVJUA 3 Air cooled heat pump (1) 30,196 91.0 29,721 6.0 / 3.0 97.2 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 12/10 18/16 n/a/3.75 n/a/2.7 n/a/n/a HP-9 RXSQ36TAVJUA 3 Air cooled heat pump (1) 30,196 91.0 29,721 6.0 / 3.0 91.7 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 12/10 18/16 n/a/3.75 n/a/2.7 n/a/n/a HP-10 RXSQ48TAVJUA 4 Air cooled heat pump (1) 41,968 91.0 36,835 6.0 / 3.0 93.8 208-230V 1ph 29.1 35.0 19.0 37.0 x 39.0 x 12.6 176.4 10.3/9.4 18/16 n/a/3.8 n/a/2.82 n/a/n/a HP-11 RXSQ36TAVJUA 3 Air cooled heat pump (1) 30,196 91.0 29,721 6.0 / 3.0 91.7 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 12/10 18/16 n/a/3.75 n/a/2.7 n/a/n/a HP-12 RXSQ48TAVJUA 4 Air cooled heat pump (1) 44,211 91.0 36,199 6.0 / 3.0 106.3 208-230V 1ph 29.1 35.0 19.0 37.0 x 39.0 x 12.6 176.4 10.3/9.4 18/16 n/a/3.8 n/a/2.82 n/a/n/a HP-13 RXSQ24TAVJUA 2 Air cooled heat pump (1) 22,199 91.0 24,652 6.0 / 3.0 106.3 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-14 RXSQ24TAVJUA 2 Air cooled heat pump (1) 22,199 91.0 24,652 6.0 / 3.0 106.3 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-15 RXSQ24TAVJUA 2 Air cooled heat pump (1) 22,199 91.0 24,652 6.0 / 3.0 106.3 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-16 RXSQ24TAVJUA 2 Air cooled heat pump (1) 22,199 91.0 24,652 6.0 / 3.0 106.3 208-230V 1ph 16.5 25.0 15.3 37.0 x 39.0 x 12.6 172.0 14.3/11 18/15.7 n/a/3.69 n/a/2.54 n/a/n/a HP-17 RZQ18TAVJU 1.5 Air cooled heat pump (1) 19,900 91.0 19,100 6.0 / 4.0 - 208V - 230V 3ph 16.5 25 -37 x 39 x 12.6 172.0 - - - - - HP-18 RZQ18TAVJU 1.5 Air cooled heat pump (1) 19,900 91.0 19,100 6.0 / 4.0 - 208V - 230V 3ph 16.5 25 -37 x 39 x 12.6 172.0 - - - - - Schedule Notes: 1 Coordinate electrical charactersitics with EC prior to ordering unit 2 Daikin VRV air cooled condenser units heat recovery simulanteous heating and cooling system 3 Condenser unit to have a 3-circuit heat exchanger design eliminating need for drain pan heaters. An alternate manufacturer must provide a drain pan heater to enable adequate defrosting of the unit in defrost operation. 4 The lower part of the coil shall be used for inverter cooling and be on or off during operation enhancing the defrost operation. 5 The Vapor Injection - inverter driven compressors in the condensing unit shall be of highly efficient reluctance DC (digitally commutating), hermetically sealed scroll “K-type”. 6 The condenser coil fins shall be coated with an anti-corrosion hydrophilic blue coating as standard from factory with a salt spray test rating of 1000hr per ASTM B117 test standards. 7 Provide Daikin Centralized Itouch Manager Controller to control non dwelling unit system only 8 Each condenser to be support 18" above the roof 9 All low voltage communication control wiring shall be 18/2 AWG - Non Sheidled - Stranded wire [1][4][5][6][7][8][9] AIR-COOLED HEAT PUMP SCHEDULE (BASIS OF DESIGN-DAIKIN) EFFICIENCY (NON DUCTED/DUCTED)HEATING CAPACITY ELECTRICAL DIMENSIONS TAG: ROOM MODEL NUMBER NOMINAL TONNAGE DESCRIPTION COOLING CAPACITY CONNECTION RATIO (%) NEWELEVATORPITUPUPDNDNCRAWL SPACECRAWL SPACEEXIST LOWERBASEMENTNEW ELECTRICALROOMSUMPPITUPELECTRIC INGAS IN(ABOVE)EXISTING VERIZONEQUIPMENTTELEPHONE TO BERELOCATEDEXISTING TELEEQUIPMENT TO REMAINEXISTING 4"WASTE(ABANDONED)NEW 5"WASTENEWWATERMETERSDOMESTICWATER INSPRINKLERLINE IN8" STORMDRAIN5"WASTE4" WASTE(ABANDON)EXISTING WATERMETER (ABANDONED)DNNEWMACHINE RMUPDNNEWELEVATORSTORAGESHARECORRIDORLANDLORDEQUIPMENTCLOSETNEWSTAIRF.F.L. = -3' - 6" +/-F.F.L. = -3' - 1" +/-RESIDENCE LOBBYTRASH AREAAABBCCDDEEGGMAILBOXESSUMPPITFA-2SCALE: AS NOTEDFILE:CHECKED: JPCDRAWN: JHBPREPARED BY:CORNELIUSENCONSULTINGINC.TIER ONE DRAWING FORSUBMITTAL PURPOSES ONLYIN CONJUNCTION WITH:PAGE 2 OF 5REV 3.1PROJECT:RENOVATIONS TOEXISTING BUILDINGADDRESS:217-221 Essex StreetSalem, MA 01970DATE: June 1, 2020BASEMENT FIRE ALARM SYSTEM1ST FLOOR FIRE ALARM SYSTEM NEW SHAFT FOR FUTURE USE 221 HALLWAY 217 HALLWAY STAIR 2 EXISTING SHAFT TO REMAIN NEW SHAFT EXISTING STAIR 1 F.F.L. = 16' - 5" DN UP FF F E D C B A GG EE DD CC BB AA 12'-1"7'-2"12'-1" 17'-5" 12'-9"1'19'-7"25'-1"45'-7" 41'-1"16'-7"12'-5"29'-4"1'12'-4"28'1'30'-2"11'-8"22'-2" 34'-3" 12'-3" 28'-5"31'-4"15'-4"1'4 RISERS @ 5.5" EA = 1'-10"DN 12'-1"10'-7"ELEVATOR W/D5'-6" x 9'-1" BATHROOM 2 CLOSET CLOSET CLOSET CLOSETCOATS CLOSET CLOSETCLOSETTVMECHCOATSW/DMECH TVMECH COATS W/DTV9'-5" x 11'-2" 10'-4" x 11'-8" 12'-3" x 16'-7" 12'-5" x 10'-3" 5'-9" x 8'-8" 6'-0" x 9'-4" 14'-5"x12'-4" 5'-0" x 8'-8" 11'-10"x10'-7" 12'-6" x 9'-7" 11'-9" x 12'-1" 6'-0" x 9'-0" 5'-0" x 8'-2" 11'-8" x 15'-4" 9'-0" x 13'-10" 9'-5" x 11'-6" MASTER BATHROOM KITCHEN BEDROOM 2 MASTER BEDROOM BATHROOM 2 KITCHEN BATHROOM 2 MASTER BATHROOM MASTER BATHROOM MASTER BEDROOM BEDROOM 2 LIVING KITCHEN LIVING BEDROOM 2 MASTER BEDROOM K-T12885-4FAIRFAXFAUCETSBRASS W/DW/D34'-4"10'-10"9'-4"12'-8"8'-6"13'-4"10'-10"DN UP UP DN BATHROOM KITCHEN CLOSET W D MECH COATS LIVING TV MASTER BEDROOM BEDROOM 2 CLOSET12'-7" x 12'-1" 9'-3" x 15'-7" 10'-0" x 6'-6" 9'-9" x 9'-4" 13'-9" x 12'-8" 9'-11" x 7'-9" 14'-8" x 9'-0" BATHROOM 2 KITCHEN BEDROOM 2 MASTER BATHROOM MASTER BEDROOM LIVING W/DCLOSETCLOSETCOATSMECH TV 10'-2" x 8'-0" MECHW/D 10'-10" x 11'-2" 15'-2" x 9'-3" LIVING 12'-9" x 13'-7 9'-11" x 6'-6" 7'-2" x 10'-9" 12'-1" x 12'-1" KITCHENMASTER BATHROOM MASTER BEDROOM BEDROOM 2 BATH 2 15'-7" x 10'-2" 10'-6" x 10'-3" 11'-0" x 14'-6"TVCOATS CLOSET CLOSETNEW SHAFT FOR FUTURE USE NEW SHAFT EXISTING STAIR 1 EXIT SHAFT TO REMAIN DN 221 HALLWAY 217 HALLWAY 2.251.35 FF 1.41.2 2.1 F E D C B A GG 1.31.1 2.2 2.3 2.4 EE DD CC BB AA 12'-6"6'-8"9'-6"12'-7"11'-6"12'-7"19'-7"12'-1" 17'-5" 12'-7"42'-11" 12'-11"31'-6" 44'-10" 40'-11"16'-6"13'-1"30'1'14'28'-10"21'-3"10'-10" 34'-10" ELEVATOR TV 7'-0" x 10'-5" MASTER BATHROOM W/D 15'-2" x 9'-3" 10'-10" x 10'-2" 12'-3" x 11'-3" 12'-11" x 10'-0" BATHROOM 2 MASTER BEDROOM 13'-7" x 9'-0" 8'-0" x 10'-11" 9'-3" x 15'-7" 13'-0" x 12'-7" 9'-9" x 9'-6" 10'-8" x 6'-6" LIVING KITCHEN 10'-11" x 11'-6" CLOSET CLOSET BEDROOM 2 6'-7" x 9'-0" TV MECH COATSBATHROOM 2 W/DKITCHEN BEDROOM 2 CLOSETCLOSETCOATSMECH MASTER BEDROOM LIVING ROOM MASTER BATHROOM 12'-7" x 13'-8" 10'-0" x 6'-6" 10'-10" x 11'-2" 11'-0" x 6'-8" 12'-1" x 12'-6" KITCHEN TVMECHW/D MASTER BATHROOM MASTER BEDROOM LIVING BEDROOM 2 COATS CLOSET CLOSETBATHROOM 2 OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVECLOSETMECHCOATSCLOSET LINEN COATS MECH CLOSET LIVINGKITCHEN LIVING LIVING KITCHEN BEDROOM 1 BATHROOM 1 BEDROOM 1 BATHROOM 1 BEDROOM 1 10'-10" x 12'-9"16'-7" x 17'-0" 17'-10" x 14'-5" 10'-9" x 13'-5" 17'-0" x 14'-0" 6'-1" x 9'-0" 12'-8" x 13'-1" 22'-7" x 16'-6" 10'-0" x 6'-6" 12'-10" x 13'-2" KITCHEN 8'-8" x 19'-7" BATHROOM 1 6'-1" x 8'-8" OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE MECHCOATS KITCHEN OPEN TO ABOVE31'-10"1'24'-6"9'DN UP STAIR 2 DN UP UP FA-3 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JHB PREPARED BY: CORNELIUSEN CONSULTING INC. TIER ONE DRAWING FOR SUBMITTAL PURPOSES ONLY IN CONJUNCTION WITH: PAGE 3 OF 5 REV 3.0 PROJECT: RENOVATIONS TO EXISTING BUILDING ADDRESS: 217-221 Essex Street Salem, MA 01970 DATE: June 1, 2020 2ND FLOOR FIRE ALARM SYSTEM 3RD FLOOR FIRE ALARM SYSTEM DN COATS LINEN CLOSET CLOSETCLOSET11'-0" x 12'-4" 13'-0" x 10'-9" BEDROOM 2 11'-0" x 14'-5" BEDROOM 2 CLOSET BALCONY BEDROOM 2 COMMON CORRIDOR BELOW EXISTING STAIR 1 6'-1" x 8'-8" 6'-8" x 10'-0" 6'-6" x 9'-0" BATHROOM 2 BATHROOM 2 BATHROOM 2 DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 2.251.35 FF 1.41.2 2.1 GG 1.3 2.2 2.3 2.4 EE DD CC BB AA 3'-8"12'-6"13'18'-2" 34'-10" 13'-3"21'-3"29'-1"1'28'-9"14'-5"14'1'30'13'-1"16'-6"40'-11"DNCLOSETUP DN NEW SHAFT FOR FUTURE USE STAIR 2 EXISTING STAIR 1 EXIT SHAFT TO REMAIN DN DN UP221 HALLWAYSILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-8"HEAD: 8' - 5"SILL: 1'-7" HEAD: 7' - 11" SILL: 1'-7" HEAD: 7' - 11" SILL: 1'-7" HEAD: 7' - 11" SILL: 1'-7" HEAD: 7' - 11" SILL: 1'-7" HEAD: 7' - 11" SILL: 1'-7" HEAD: 7' - 11" TV 11'-11" x 13'-0" 12'-10" x 12'-2" TV KITCHEN LIVING 13'-10" x 13'-3" LIVING MECH COATS W/D12'-0" x 10'-7" 7'-11" x 9'-7" BEDROOM CLOSETBATHROOM TV COATSMECH W/D 13'-0" x 10'-5" 10'-0" x 11'-3" 10'-9" x 16'-10" 8'-5" x 8'-0"CLOSETBEDROOM KITCHEN LIVING BATHROOM W/DW/D7'-10" x 14'-6" 17'-6" x 10'-10" 6'-6" x 10'-0" 8'-5" x 12'-0" 14'-0" x 10'-2" 6'-4" x 10'-1" 12'-8" x 10'-0" LINEN BEDROOM BATHROOM CLOSETLIVING KITCHEN BATH BEDROOM TVCOATSMECHCLOSET MECHCOATSKITCHEN 2.251.35 FF 1.41.2 2.1 F E D C B A GG 1.31.1 2.2 2.3 2.4 EE DD CC BB AA 10'-10"13'-3"10'-2"1'10'-7"12'-2"1'-1"23'-10"23'-2"16'-10"17'-6" 24'-8" 42'-7" 10'-9"31'-8" 45'1'10'-10"ELEVATOR UP DN FA-4 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JHB PREPARED BY: CORNELIUSEN CONSULTING INC. TIER ONE DRAWING FOR SUBMITTAL PURPOSES ONLY IN CONJUNCTION WITH: PAGE 4 OF 5 REV 3.0 PROJECT: RENOVATIONS TO EXISTING BUILDING ADDRESS: 217-221 Essex Street Salem, MA 01970 DATE: June 1, 2020 3RD FLOOR LOFT FIRE ALARM SYSTEM 4TH FLOOR FIRE ALARM SYSTEM NEW SHAFT FOR FUTURE USE 221 HALLWAY EXISTING STAIR 1 STAIR 2 PROPOSED VERIZON EQUIPMENT ROOM 200 SF EXIT SHAFT TO REMAIN DN DN BEARING WALL SILL: 1'-4" HEAD: 7' - 9"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"SILL: 1'-4"HEAD: 7' - 10"2.251.35 FF 1.41.2 2.1 GG 1.31.1 2.2 2.3 2.4 EE DD CC BB AA 10'-10"13'-3"10'-2"1'10'-7"12'-2"1'-1"23'-10"23'-2"17'-1"17' 25'-1" 42'-5" 10'-9"31'-5" 45'1'10'-10"ELEVATOR TV MECH COATS W/D11'-11" x 13'-0" 12'-10" x 12'-2" 12'-0" x 10'-7" 7'-11" x 9'-7" TV KITCHEN BEDROOM LIVING CLOSETBATHROOM TV COATSMECH W/D 13'-0" x 10'-5" 10'-0" x 11'-3" 10'-9" x 17'-1" 8'-5" x 8'-0"CLOSETBEDROOM KITCHEN LIVING BATHROOM W/DW/D7'-10" x 14'-6" 17'-0" x 10'-10" 6'-6" x 10'-0" 8'-5" x 12'-0" 13'-10" x 13'-3" 14'-0" x 10'-2" 6'-4" x 10'-1" 12'-8" x 10'-0" LINEN BEDROOM BATHROOM CLOSETLIVING KITCHEN BATH BEDROOM TVCOATSMECHCLOSET LIVING MECHCOATSKITCHEN DN DN EE AA NEW R.D. NEW R.D. NEW R.D. EXIST R.D. EXIST R.D. EXISTING GENERATOR FF 2.1 F E D C B A 1.3 GG 1.21.1 2.2 2.3 2.4 EE DD CC BB AA 23'-0"10'-6" ROOF JACK REFER TO MECHANICAL DWGS PLUMBING VENT STACK PLUMBING VENT STACK ROOF JACK REFER TO MECHANICAL DWGS APPROXIMATE 221 TENANTS CONDENSORS PLUMBING VENT STACK ROOF JACK REFER TO MECHANICAL DWGS APPROXIMATE UNIT CONDENSORS REFER TO MECHANICAL DWGS APPROXIMATE VERIZON CONDENSORS APPROXIMATE 217 UNIT CONDENSORS REFER TO MECHANICAL DWGS APPROXIMATE 217 UNIT CONDENSORS REFER TO MECHANICAL DWGS APPROXIMATE 217 UNIT CONDENSORS REFER TO MECHANICAL DWGS APPROXIMATE TENANT 217 CONDENSORS EXIST COPPER GUTTER DOWNSPOUT EXIST COPPER GUTTER DOWNSPOUT 23'-3 3/8"E 2.1 A B FA-5 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JHB PREPARED BY: CORNELIUSEN CONSULTING INC. TIER ONE DRAWING FOR SUBMITTAL PURPOSES ONLY IN CONJUNCTION WITH: PAGE 5 OF 5 REV 3.0 PROJECT: RENOVATIONS TO EXISTING BUILDING ADDRESS: 217-221 Essex Street Salem, MA 01970 DATE: June 1, 2020 5TH FLOOR FIRE ALARM SYSTEM ROOF TOP FIRE ALARM SYSTEM PROPOSED UNIT SUMMARY SECOND FLOOR 221 - UNIT 201 892 SF 221 - UNIT 202 953 SF 221 - UNIT 203 830 SF 217 - UNIT 204 1,022 SF 217 - UNIT 205 834 SF 217 - UNIT 206 880 SF SECOND FLOOR SUB-TOTAL 5,411 SF THIRD FLOOR 221 - UNIT 301 890 SF 221 - UNIT 302 949 SF 221 - UNIT 303 901 SF 217 - UNIT 304 1,018 SF 217 - UNIT 305 893 SF 217 - UNIT 306 911 SF THIRD FLOOR SUB-TOTAL 5,562 SF LOFT FLOOR 217 - UNIT 304 LOFT 227 SF 217 - UNIT 305 LOFT 265 SF 217 - UNIT 306 LOFT 279 SF LOFT FLOOR SUB-TOTAL 771 SF FOURTH FLOOR 221 - UNIT 401 663 SF 221 - UNIT 402 686 SF 221 - UNIT 403 687 SF 221 - UNIT 404 674 SF FOURTH FLOOR SUB-TOTAL 2,710 SF FIFTH FLOOR 221 - UNIT 501 687 SF 221 - UNIT 502 683 SF 221 - UNIT 503 685 SF 221 - UNIT 504 685 SF FIFTH FLOOR SUB-TOTAL 2,740 SF TOTAL ALL FLOORS 20 UNITS 17,194 SF +/- (NET)FA-1 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JHB PREPARED BY: CORNELIUSEN CONSULTING INC. TIER ONE DRAWING FOR SUBMITTAL PURPOSES ONLY IN CONJUNCTION WITH: PAGE 1 OF 5 REV 3.0 PROJECT: RENOVATIONS TO EXISTING BUILDING ADDRESS: 217-221 Essex Street Salem, MA 01970 DATE: June 1, 2020 DEVICE ELEVATION DETAIL NARRATIVE For Fire Alarm Systems Per Massachusetts 780 CMR Ninth Edition 901.2.1 (1. a.) Date: June 1, 2020 Project: Building Renovations 217-221 Essex Street Salem, MA 1 - Building Description: * Type III Construction * Footprint SQ FT = Address 217 is approximately 3618 (+/-) square feet Address 221 is approximately 3687 (+/-) square feet The majority of building is under renovation * Floors above grade = 217 3 stories with a height of 44.7’, 221 5 stories with a height of 67.8’ * Floors below grade = 1 below each side * Occupancies = Assembly A-3, Residential R-2, Mercantile, others to be determined * Hazardous materials = None known * High storage = None known 2 - Applicable Laws, Regulations, Standards: * NFPA 72 2013 Installation of Fire alarm system * NFPA 1 2015 Fire Code (527 CMR) * 780 CMR Mass. State Building Code 2015 9th Edition (780 CMR) * Underwriters Laboratories Inc. Publications * Manufacturer's Listed and Approved Design/Installation/Maintenance Manuals 3 - Design Responsibility for Fire Protection Systems: * Shop drawings developed by Corneliusen Consulting Inc. * Fire Alarm P.E. is Joel Corneliusen. * Kitchen/Cooking suppression: none known * Verizon Room suppression systems: by others. Monitoring of these systems is included in design. 4- Fire Protection Systems to be installed: * Installation of Fire Detection System by code and regulations as required. 5– Design Methodology: Installation of required initiating devices, including smoke detectors and manual pull stations. The system will also monitor the sprinkler system for water flow and supervise valves as required. The installation will include audio-visual and visual devices as required. The system will report to private Central Station for means of notification as required. 6-Code References: * Design and installation to conform to NFPA 72-2013, NFPA-70 2017, 780 CMR 9th edition, NFPA 1/ 527 CMR 2015 * Design and installation to conform to State Code, Local Fire and Building Departments. The system is designed under prescriptive methods described. 7 - Special considerations for fire protection: * No known official code interpretations. * No known official waivers or variances. 8 - Testing criteria: * Tests will be conducted to the satisfaction of local authorities. * Tests to be set up and scheduled by the contractor. * All alarm tested for proper activation. * Written approval of final tests to be obtained from the code official. * Required fire alarm reports to be submitted to the code officials. * All reports will be on NFPA Forms and shall include Record of Inspection and Record of Completion 9 – Sequence of operation: All common areas on each level will be protected by automatic smoke detection as per the attached and here will be manual pull stations installed at the entrance to each egress as required. The activation of any smoke detector, manual pull station or sprinkler flow switch will create a general alarm condition throughout the building. Activation of a smoke detector in the elevator lobbies, in addition to above, will activate Firefighter Emergency Service, as required, as set forth in the Code. 10- System Indication Audio visual indicating devices will be installed in common areas as per this drawing. In addition, there will be one exterior strobe adjacent to the front entrances. Each bedroom will have a low frequency sounder installed to maintain 75db at the pillow as required. Any general alarm will cause all sound all audio-visual devices to activate and deactivate any and all special effects that may be installed that would inhibit any audible or visual evacuation signals 11- System Reporting A general alarm condition will transmit a signal to an approved supervisory station for transmission to the Salem Fire Department. Any mechanical failures or damage to the wiring integrity will generate an audible trouble signal at the protected premises and notify the approved monitory entity for notification to the responsible party. If required, duct detectors will be connected to the fire alarm control unit. These devices will generate a supervisory signal at the FACU and transmit a signal to the approved central station for notification of the responsible party. NEW ELEVATOR PIT UP UP DN DN CRAWL SPACE CRAWL SPACE EXIST LOWER BASEMENT NEW ELECTRICAL ROOM SUMP PIT UP ELECTRIC IN GAS IN (ABOVE) EXISTING VERIZON EQUIPMENT TELEPHONE TO BE RELOCATED EXISTING TELE EQUIPMENT TO REMAIN EXISTING 4" WASTE (ABANDONE D ) NEW 5" WASTE NEW WATER METERS DOMESTIC WATER IN SPRINKLER LINE IN 8" STORM DRAIN 5" WASTE 4" WASTE (ABANDON) EXISTING WATER METER (ABANDONED) DN NEW MACHINE RM CONC. PADUP DN DN SHARED CORRIDOR LANDLORD EQUIPMENT CLOSET UP RESIDENCE LOBBY AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 BENCH BENCH BENCH ELEVATOR NEW STAIR TRASH AREA UP UP DN DN STAIR 3 AMAZON HUBMAILBOXES EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO REMAIN SP-1 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JPC PREPARED BY: CORNELIUSEN CONSULTING INC. PREPARED FOR: IN CONJUNCTION WITH: PAGE 1 OF 5 REV 0.2 PROJECT: 217- 221 ESSEX STREET SALEM AM ADDRESS: 217 ESSEX STREET SALEM MA DATE: MAY 2020 ACS BASEMENT SPRINKLER SYSTEM 1ST FLOOR SPRINKLER SYSTEM DESIGN ENGINEER: JOEL CORNELIUSEN PE, FIRE PROTECTION ENGINEER. LICENSE # 46878 EXPIRES 6/30/2022 INSTALLATION COMPANY: TBD GENERAL INFORMATION 1)PROVIDE FULL SPRINKLER COVERAGE THROUGHOUT THE BUILDING. 2)EXISTING 4" BACKFLOW TO REMAIN. EXISTING 4" ALARM VALVE TO REMAIN 3)RELOCATE EXISTING 4" STANDPIPE VALVE AS SHOWN. 4)EXISTING SPRINKLER SYSTEM SHALL REMAIN WHERE INSTALLED PER CODE. EXISTING SPRINKLER SYSTEMS SHALL BE TIED INTO NEW FLOOR CONTROL VALVES 5)NEW FLOOR CONTROL VALVES INSTALLED PER FLOOR PER BUILDING ( EACH FLOOR OF THE OF 217 AND 221 SHALL HAVE INDIVIDUAL FLOOR CONTROL VALVES, FLOW SWITCH AND DRAIN.) APPROXIMATELY 11 6)INSTALL NEW SPRINKLER SYSTEM AS SHOWN ON DRAWING. 100% SPRINKLER COVERAGE IN ALL AREAS. 7)PROVIDE SPRINKLER PROTECTION IN STORAGE SHELF ABOVE CLOSETS. (NOT SHOWN FOR CLARITY) SCOPE OF WORK EXISTING 6" WATER SUPPLY EXISTING 4" BACKFLOW AND RISER TO REMAIN. PROVIDE NEW 4" MAIN TIE EXISTING SPRINKLER SYSTEM INTO NEW FLOOR CONTROL VALVE. PROVIDE NEW 4" MAIN DEDICATED STANDPIPE PROVIDE NEW 4" MAIN FOR 221 BUILDING BASEMENT LEVEL TIED INTO NEW FLOOR CONTROL VALVES PROVIDE 2 FLOOR CONTROL VALVES FOR SPRINKLER SYSTEMS ON 221 AND 217 BASEMENT LEVELS. BUILDING 221 BUILDING 217 EXISTING MAIN PROVIDE NEW SPRINKLER SYSTEM WHERE NEEDED. PROVIDE NEW SPRINKLER SYSTEM WHERE NEEDED. PROVIDE NEW SPRINKLER FLOOR CONTROL VALVE (2) NEW 4" STANDPIPE LOCATION TIE EXISTING SPRINKLER SYSTEM INTO NEW FLOOR CONTROL VALVES. TIE EXISTING SPRINKLER SYSTEM INTO NEW FLOOR CONTROL VALVES. NEW FDC LOCATIONS (STANDPIPE DRAWINGS SUBMITTED SEPARATELY) NEW 4" STANDPIPE LOCATION NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS ELECTRIC ROOM- NO SPRINKLER PROTECTION NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 UP DN EXISTING STAIR 1 DN4 RISERS @ 5.5" EA = 1'-10" NEW SHAFT EXISTING SHAFT TO REMAIN STAIR 2 217 HALLWAY 221 HALLWAY ELEVATOR MASTER BEDROOM BEDROOM 2 LIVING KITCHEN LIVING BEDROOM 2 MASTER BEDROOM MASTER BATHROOM MASTER BATHROOM BATHROOM 2 KITCHEN BATHROOM 2 MASTER BEDROOM BEDROOM 2 KITCHEN MASTER BATHROOM TVW/DCOATS MECH TVMECH W/DCOATSMECH TVCLOSETCLOSETCLOSET COATSCLOSETW/DCLOSET CLOSET CLOSET BATHROOM 2 DN DN UP UP NEW SHAFT FOR FUTURE USECLOSETCLOSET COATSTV BATH 2 BEDROOM 2 MASTER BEDROOM MASTER BATHROOM KITCHEN LIVING W/D MECH TV MECH COATS CLOSETCLOSETW/DLIVING MASTER BEDROOM MASTER BATHROOM BEDROOM 2 KITCHEN BATHROOM 2 BEDROOM 2 MASTER BEDROOM TV LIVING COATS MECH KITCHEN BATHROOM CLOSETCOATS MECH CLOSET WDLINEN 217 HALLWAY 221 HALLWAY AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 DN EXIT SHAFT TO REMAIN EXISTING STAIR 1 ELEVATOR BATHROOM 2CLOSETCLOSET COATS BEDROOM 2LIVING MASTER BEDROOM MASTER BATHROOM W/D MECHTVKITCHEN MASTER BATHROOM LIVING ROOM MASTER BEDROOM MECH COATS CLOSETCLOSETBEDROOM 2 KITCHENW/DBATHROOM 2 COATSMECH TV BEDROOM 2 CLOSET CLOSET KITCHEN LIVING MASTER BEDROOM BATHROOM 2 W/D MASTER BATHROOM TV OPEN TO ABOVE TV OPEN TO ABOVE TV OPEN TO ABOVE OPEN TO ABOVECLOSETMECHCOATSCLOSET LINEN COATS MECH MECH CLOSET COATS W/DW/DW/D LIVINGKITCHEN LIVING LIVING KITCHEN BEDROOM 1 BATHROOM 1 BEDROOM 1 BATHROOM 1 BEDROOM 1 UP UP KITCHEN BATHROOM 1 TVOPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE UP DNUP DN STAIR 2 NEW SHAFT NEW SHAFT FOR FUTURE USE UP SP-2 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JPC PREPARED BY: CORNELIUSEN CONSULTING INC. PREPARED FOR: IN CONJUNCTION WITH: PAGE 2 OF 5 REV 0.2 PROJECT: 217- 221 ESSEX STREET SALEM AM ADDRESS: 217 ESSEX STREET SALEM MA DATE: MAY 2020 ACS 2ND FLOOR SPRINKLER SYSTEM 3RD FLOOR SPRINKLER SYSTEM NEW 4" STANDPIPE LOCATION NEW FLOOR CONTROL VALVES. (2) NEW 2" MAIN NEW 2" MAIN NEW 1 1/2" BRANCH LINE NEW 1 1/2" BRANCH LINE NEW FLOOR CONTROL VALVES. (2) NEW FLOOR CONTROL VALVES. (1) SEE 3RD FLOOR MEZZANINE SPRINKLER SYSTEM NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 BATHROOM 2 BATHROOM 2 BATHROOM 2 EXISTING STAIR 1 COMMON CORRIDOR BELOW DNDNBEDROOM 2 BALCONY CLOSETCLOSET BEDROOM 2 BEDROOM 2 CLOSETUP DN CLOSETCLOSET LINEN COATS DN KITCHEN COATSMECHCLOSET MECH COATSTVBEDROOM BATH KITCHEN LIVING CLOSETBATHROOM BEDROOM LINEN W/DW/DBATHROOM LIVING KITCHEN BEDROOM CLOSETW/DMECH COATSTV BATHROOMCLOSET BEDROOM W/DCOATS MECH LIVING LIVING KITCHEN TV TV AA BB CC DD EE 2.42.32.21.1 1.3 GG 2.11.2 1.4 FF 1.35 2.25 221 HALLWAY UPDN DN EXIT SHAFT TO REMAIN EXISTING STAIR 1 STAIR 2 ELEVATOR UP DN NEW SHAFT FOR FUTURE USE SP-3 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JPC PREPARED BY: CORNELIUSEN CONSULTING INC. PREPARED FOR: IN CONJUNCTION WITH: PAGE 3 OF 5 REV 0.1 PROJECT: 217- 221 ESSEX STREET SALEM AM ADDRESS: 217 ESSEX STREET SALEM MA DATE: MAY 2020 ACS 3RD FLOOR LOFT SPRINKLER SYSTEM 4TH FLOOR SPRINKLER SYSTEM SEE 3RD FLOOR SPRINKLER SYSTEM NEW FLOOR CONTROL VALVES. (1) NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS PIPE OVERSIZED FOR 16 X 18 COVERAGE AA BB CC DD EE 2.42.32.21.1 1.3 GG A B C D E F 2.11.2 1.4 FF 1.35 2.25 DN DN EXIT SHAFT TO REMAIN PROPOSED VERIZON EQUIPMENT ROOM 200 SF STAIR 2 EXISTING STAIR 1 221 HALLWAY ELEVATOR KITCHEN COATSMECH LIVINGCLOSET MECH COATSTVBEDROOM BATH KITCHEN LIVING CLOSETBATHROOM BEDROOM LINEN W/DW/DBATHROOM LIVING KITCHEN BEDROOM CLOSETW/DMECH COATSTV BATHROOMCLOSET LIVING BEDROOM KITCHEN TV W/DCOATS MECH TV DN DN NEW SHAFT FOR FUTURE USE ² ² ² SP-4 SCALE: AS NOTED FILE: CHECKED: JPC DRAWN: JPC PREPARED BY: CORNELIUSEN CONSULTING INC. PREPARED FOR: IN CONJUNCTION WITH: PAGE 4 OF 5 REV 0.1 PROJECT: 217- 221 ESSEX STREET SALEM AM ADDRESS: 217 ESSEX STREET SALEM MA DATE: MAY 2020 ACS 5TH FLOOR LOFT SPRINKLER SYSTEM PROPOSED VERIZON ROOM GASEOUS FIRE SUPPRESSION AND DETECTION TBD. DESIGN AND INSTALLED BY OTHERS. PROVIDE SPRINKLER PROTECTION FOR ROOF TOP DOG HOUSE. (NOT SHOWN). GENERAL NOTES: GENERAL SPRINKLER NOTES. NOTES: STANDARD HEADS - MAX SPACING 15 X 15. RESIDENTIAL HEADS - MAX SPACING 12 X 12 UNLESS NOTED PIPE 1" = 1 HEAD 1 1 2" = 5 HEADS 2" = 6+ HEADS PRE-ACTION ROOM WITH 2" DRY VALVE