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Footprint Power Public Records Request 2019 mat �cs I oe H I N C K L E Y 28 State Street Boston;MA 02109-1775 ALLEIV p:617-345-9000 f:617-345-9020 hinckleyallen.com RECEIVE-0,- . Wendy,K.Venoit JU N ® WVenoitna hinekleyallenxom May 31, 2019 DEPT.OF sp i n COLIMUNIT'DEV VIA FIRST CLASS MAIL Mason Wells,Planner City Hall Annex 98 Washington Street, 2nd Floor Department of Planning&.Community Development Salem,MA 01970 Re: Massachusetts Public Records Request—City of Salem Planning Board 24 Fort Avenue (Map 41, Lot 271),Footprint Power Salem Harbor Development LP Dear Sir/Madam: Pursuant to Mass. Gen. Laws Ch. 66, § 10, enclosed please find a public records request regarding the above-referenced matter. This records request,has been affixed hereto as Exhibit A. The City of Salem Planning Board (the `Board'.).is believed to have custody of the requested documents, but if it does not, I would request prompt notice of their current location.. I respectfully request that the Board expedite its response to this request. I recognize that you may charge reasonable costs for copies, as well as for personnel time needed to comply with this request. However, if you expect costs to exceed $250.00; please contact me in advance.of proceeding with this request: .' The,Public Records Law requires you to provide me with.a written response within 10 calendar days. If you cannot comply with my request, you are statutorily required to provide an explanation in writing. Should you"determine that. some portion of the document(s) 1 .have requested is not a public record, I reserve my right to appeal such a decision and request that you release any portion of the document(s)that is public information. Thank you in advance for your prompt attention to this matter. I look forward to your response and electronic production of the requested documents. If you have any questions regarding this request,please contact me at your earliest convenience. Very truly yours, Wendy V. Venoit Enclosure ►ALBANY ► BOSTON ► HARTFORD ► MANCHESTER ► NEW YORK ► PROVIDENCE HINCKLEY,.ALLEN&SNYDER LLP,ATTORNEYS AT LAW #58752927 EXHIBIT A PUBLIC RECORDS REQUEST Pursuant to Chapter 66, Section 10, of the Massachusetts General Laws, the undersigned hereby requests that the following documents be produced to the extent that they are within the possession, custody, or control of the City of Salem Planning Board: Definitions For ease of.reference, the undersigned has provided the following definitions. To the extent a term is not defined below, the meaning of such term shall be as defined by common usage: 1. For purposes of this public records request, the term "documents" refers to any electronic, printed, written, taped, recorded, graphic; computerized printout, or .other tangible matter from whatever source, however produced or reproduced, whether in draft .form or otherwise, whether sent or received, or neither,including, but not limited to, the original, a copy (if the original is not available), and all non-identical copies (whether different from the original because of notes made on or attached to such copy or otherwise) of any and all writings, correspondence, letters, emails, text messages, instant messages, voicemail messages, facsimiles, telegrams, cables, telexes, contracts, proposals, agreements, minutes,. books; forecasts or appraisals, papers, records, reports, diaries, statements, questionnaires, schedules, computer programs or data, books of account, calendars, graphs, charts, tapes, transcripts or recordings, photographs, pictures or film, ledgers, registers, worksheets, summaries, digests, financial statements, and all other information or data, records, or compilations including all underlying supporting or preparatory material now in your possession, custody, or control, or available to you, your counsel, accountants; agents, representatives, or associates. "Documents" .also includes, but is not limited .to, all plans, models, drawings, specifications, and any and all addenda, changes, amendments, and modifications to such documents, as well as any and all draft or conceptual versions of such documents and any revisions thereto. "Documents" also specifically includes, but is.not limited to, any documents kept by individuals in their desks, at home, or elsewhere. 2. The term "correspondence" shall mean any form of communication involving two or more people, including, but not limited to, correspondence and conversations, in person, by telephone, email,text message, instant message, voicemail message, or otherwise. 3. The term "Board" refers to the City of Salem Planning Board, and its present or former. employees, servants, attorneys, agents, consultants and/or sub-consultants and other. representatives or persons acting on its behalf or under its control. 4. The term "Footprint" refers to Footprint Power Salem Harbor Development LP, as well. as any persons, entities, managers, parents, affiliates, and representatives acting for or on its behalf. 5. The term "Site" refers to, the properties located at 24 FORT AVENUE (Map 41, Lot 271), containing 60+/+/- acres (the "Site" ►ALBA ► BOSTON ► HARTFOR ► MANCHESTER ►NEW YORK ►PROVIDENCE HINCKLEY,ALLEN&SNYDER LLP,ATTORNEYS AT LAW 6. The term "Project" refers to the select demolition and redevelopment of the Site to include the'construction of a new state-of-the-art Combined Cycle Gas fired electric generation facility on a 20+/- acre portion of the Site. 7. The terms"and" as well as"or" shall be construed either conjunctively or disjunctively as necessary to bring within the scope of the following requests any s that.might be construed as falling outside the scope of the requests. 8. All other terms and definitions are to be interpreted in their common, ordinary sense. Documents Requested A. All documents and correspondence in any way related to or in connection with the Project from January 1, 2010 to the present. B. All documents and correspondence with Footprint from January 1, 2010 to the present. C. To the extent not included in the response to the requests above, all documents referring, relating tapr comprising communications between Footprint and the City of Salem regarding the Project and/or the Site, including letters, memoranda, meeting minutes, emails, notes, and/ or progress reports, from January 1, 2010 to the present. This.request includes, but is not limited to, any communications between.Scott Silverstein and/or Peter Furniss (on behalf of Footprint), and the Mayor and/or the City Engineer for the City of Salem. D. To the extent not included in the response to the requests above, all documents provided by Footprint to the City of Salem regarding the Project and/or the.Site from January 1, 2010 to the present.. E. To the extent not included in the response to the requests above, all audio/visual recordings of any Board meeting,whether it be regular, special,jointly held, or otherwise, from January 1; 2010 to present: Respectfully submitted, Wendy K. Venoit, Esq. )XNeiioit@hiiickleydllen.com Hinckley, Allen& Snyder LLP 28 State Street Boston, MA 02109-1775 (617) 345-9000 Dated: May 31, 2019 ►ALBANY ► BOSTON ► HARTFORD ► MANCHESTER ►NEW YORK ► PROVIDENCE HINCKLEY,ALLEN&SNYDER LLP,ATTORNEYS AT LAW 1 SA HINCKLEY 28 State Street A L L E N Boston, MA 02109-1775-- p:617-345-9000 f:617-345-9020 hinckleyallen.com _� . Wendy K.Venoit oe�,j 04 2011 WVenoit(a,hinckleya11en.com May 31 2019 :: ,r_ ,;W I INJ N;G � G type $ VIA FIRST CLASS MAIL Mason Wells, Planner City Hall Annex 98 Washington Street, 2nd Floor Department of Planning& Community Development Salem, MA 01970 Re: Massachusetts Public Records Request—City of Salem Planning Board 24 Fort Avenue (Map 41,Lot 271),Footprint Power Salem Harbor Development LP Dear Sir/Madam: Pursuant to Mass. Gen. Laws Ch. 66, § 10, enclosed please find a public records request regarding the above-referenced matter. This records request has been affixed hereto as Exhibit A. The City of Salem Planning Board (the "Board") is believed to have custody of the requested documents, but if it does not, I would request prompt notice of their current location. I respectfully request that the Board expedite its response to this request. I recognize that you may charge reasonable costs for copies, as well as for personnel time needed to comply with this request. However, if you expect costs to exceed $250.00, please contact me in advance of proceeding with this request. The Public Records Law requires you to provide me with a written response within 10 calendar days. If you cannot comply with my request, you are statutorily required to provide an explanation in writing. Should you determine that some portion of the document(s) I have requested is not a public record, I reserve my right to appeal such a decision and request that you release any portion of the document(s)that is public information. Thank you in advance for your prompt attention to this matter. I look forward to your response and electronic production of the requested documents. If you have any questions regarding this request,please contact me at your earliest convenience. , Very truly yours, Wendy V. Venoit ' Enclosure ►ALBANY ► BOSTON ► HARTFORD ► MANCHESTER ► NEW YORK ► PROVIDENCE HINCKLEY,ALLEN&SNYDER LLP,ATTORNEYS AT LAW #58752927 1: t EXHIBIT A PUBLIC RECORDS REQUEST Pursuant to Chapter 66, Section 10, of the Massachusetts-General Laws, the undersigned hereby requests that the following documents be produced to the extent that they are within the possession, custody, or control of the City of Salem Planning Board: Definitions For ease of reference, the-undersigned has provided the following definitions. To the extent a term is not defined below, the meaning of such term shall be as defined by common usage: 1. For purposes of this public records request, the term "documents" refers to any electronic, printed, written, taped, recorded, graphic, computerized printout, or other tangible matter from whatever source, however produced or reproduced, whether in draft form or otherwise, whether sent or received, or neither, including, but not limited to, the original, a copy (if the original is not available), and all non-identical copies (whether different from the original because of notes made on or attached to such copy or otherwise) of any and all writings, correspondence, letters, emails, text messages, instant messages, voicemail messages, facsimiles, telegrams, cables, telexes, contracts, proposals, agreements, minutes, books, forecasts or appraisals, papers, records, reports, diaries, statements, questionnaires, schedules, computer programs or data, books of account, calendars, graphs, charts, tapes, transcripts or recordings, photographs, pictures or film, ledgers, registers, worksheets, summaries, digests, financial statements, and all other information or data, records, or compilations including all underlying supporting or preparatory material now in your possession, custody, or control, or available to you, your counsel, accountants, agents, representatives, or associates. "Documents" also includes, but is not limited to, all plans, models, drawings, specifications, and any and all addenda, changes, amendments, and modifications to such documents, as well as any and all draft or conceptual versions of such documents and any revisions thereto. "Documents" also specifically includes, but is not limited to, any documents kept by individuals in their desks, at home, or elsewhere. 2. The term "correspondence" shall mean any form of communication involving two or more people, including, but not limited to,'correspondence and conversations, in person, by telephone, email,text message, instant message, voicemail message, or otherwise. 3. The term "Board" refers to the City of Salem Planning Board, and its present or former employees, servants, attorneys, agents, consultants and/or sub-consultants and other representatives or persons acting on its behalf or under its control. 4: The term "Footprint" refers to Footprint Power Salem Harbor Development LP, as well as any persons, entities, managers, parents, affiliates, and representatives acting for or on its behalf: 5.- The term "Site" refers to the properties located at 24 FORT AVENUE (Map 41, Lot 271), containung 60+/- acres (the"Site" ►ALBA ► BOSTON ► HARTFOR ► MANCHESTER ►dVEW YORK ►PROVIDENCE HINCKLEY,ALLEN&SNYDER LLP,ATTORNEYS AT LAW 6. The term "Project" refers to the select demolition and redevelopment of the Site to include the construction of a new state-of-the-art Combined Cycle Gas fired electric generation facility on a 20 +/- acre portion of the Site. 7. The terms "and" as well as "or" shall be construed either conjunctively or disjunctively as necessary to bring within the scope of the following requests any s that might be construed as falling outside the scope of the requests. 8. All other terms and definitions are to be interpreted in their common, ordinary sense. Documents Requested A. All documents and correspondence in any way related to or in connection with the Project from January 1, 2010 to the present. B. All documents and correspondence with Footprint from January 1, 2010 to the present. C. To the extent not included in the response to the requests above, all documents referring, relating to or comprising communications between Footprint and the City of Salem regarding the Project and/or the Site, including letters, memoranda, meeting minutes, emails, notes, and/ or progress reports, from January 1, 2010 to the present. This request includes, but is not limited to, any communications between Scott Silverstein and/or Peter Furniss (on behalf of Footprint), and the Mayor and/or the City Engineer for the City of Salem. D. To the extent not included in the response to the requests above, all documents provided by Footprint to the City of Salem regarding the Project and/or the Site from January 1, 2010 to the present.. E. To the extent not included in the response to the requests above, all audio/visual recordings of any Board meeting, whether it be regular, special,jointly held, or otherwise, from January 1, 2010 to present. Respectfully submitted, i Wendy K. Venoit, Esq. Wvenoit@hinckleyallen.com Hinckley, Allen& Snyder LLP 28 State Street Boston,MA 02109-1775 (617) 345-9000 Dated: May 31, 2019 ►ALBANY ► BOSTON ► HARTFORD ► MANCHESTER ►NEW YORK to, PROVIDENCE HINCKLEY,ALLEN&SNYDER LLP,ATTORNEYS AT LAW r i r :.� 1 AVE ,24 --FORT SALEM MA 01970 NEW N DRAWING LIST Architectural A0.0 COVER SHEET Structural Plumbingv A0.1 GENERAL NOTES,PROJECT STANDARDS S0.1 GENERAL NOTES P1.00 PLUMBING PLAN ~' A0.2 ADAIMAAB REQUIREMENTS S0.2 GENERAL NOTES ""'P1.01 PLUMBING BELOW GRADE PLAN A0,3 LIFE SAFETY+ARCHITECTURAL SITE PLAN S0.3 TYPICAL DETAILS i'' P1.02 77 PLUMBING ROOF PLAN SA.4 TYPICAL DETAILS P2.00 PLUMBING DETAILS Civil S0.5 TYPICALDETAILS P3.00 PLUMBING SCHEDULES AND DIAGRAMS �- G2 SITE LAYOUT PLAN Si0.6 TYPICAL DETAILS r � A \ G3 GRADING,DRAINAGE AND EROSION CONTROL PLAN Si0.7 TYPICAL DETAILS ' Fire Protection G4 SITE DETAILS 51.1 FIRST FLOOR AND FOUNDATION PLAN FP1,00 FIRE PROTECTION PLAN - 51.2 ROOF FRAMING PLAN FP2.00 FIRE PROTECTION DETAILS Landscape 52.1 STRUCTURAL DETAILS L1,0 LANDSCAPE PLAN S2.2 STRUCTURAL DETAILS MEP Site Plan -- L2.0 LANDSCAPE DETAILS 52,3 STRUCTURAL DETAILS' SU1.00 SITE PLAN ' S2.4 STRUCTURAL DETAILS Grand total:56 i `w _ - #; m `w * u Architectural `� At.t CONSTRUCTION PLAN Mechanical A1.2 ROOF PLAN M1,00 MECHANICAL DUCTWORK PLAN A2,0 FINISH ALLOCATION PLAN ' � M1.01 MECHANICAL PIPING PLAN A2.1 REFLECTED CEILING PLAN ` M2.00 MECHANICALITAILS r A3.0 EXTERIOR ELEVATIONS �'' M3.00 MECHANICAL SCHEDULES A4.0 BUILDING SECTIONS " r : ~ " , A4.1 BUILDING SECTIONS Electrical A5,0 WALL SECTIONS E0.00 r' ELECTRICAL DETAILS SYMBOLS AND ABBREVIATIONS �`�.. `4 '' ! %'j� lklx' A5.1 WALL SECTIONS E1.00 ELECTRICAL RISER DIAGRAM n A52 WALL SECTIONS E2.00 ELECTRICAL DETAILS AND SCHEDULES A7.0 EXTERIOR PLAN DETAILS EL1.00 ELECTRICAL LIGHTING PLAN A7.1 EXTERIOR SECTION DETAILS EP1.00 ELECTRICAL POWER PLAN'; A7.2 ENTRY DETAILS EP2.00 ELECTRICAL ROOF aLAN R A9,0 INTERIOR ELEVATIONS AND ENLARGED PLANS A10.0 WALL TYPES A10.1 DOOR TYPES AND SCHEDULE st CONSTRUCTION DOCUMENTS 04/04/2016 . OWNER ARCH ITECT CIVILMECHANICAL ELECTRICAL PLUMBING & FIRE LAN ®SCAPE STRUCTURAL ENGINEER ARCHITECT. ENGINEERENGINEER rEN INEER PROTECTION G ENGINEER FOOTPRINT POWER WINTER STREET OAK CONSULTING ULRICH BACHAND B+AC LLC CONSULTING CONSULTING CONSULTING ARCHITECTS GROUP LANDSCAPE ENGINEERING ENGINEERING ENGINEERING ARCHITECTURE SERVICES SERVICES SERVICES 24 FORT AVENUE ' 209 ESSEX STREET P.O. BOX 1123 156 CABOT STREET UNIT 2A 5 MIDDLESEX AVE, SUITE 400 5f6CHAPMAN STREET 510 CHAPMAN STREET 510 CHAPMAN STREET SALEM, MA 01970 SALEM, MA 01970 NEWBURYPORT, MA 01950 BEVERLY; MA 01915 SOMERVILLE, MA 02145 SUITE 201 SUITE 201 f, SUITE 201 CANTON, MA 0 021 CANTON, MA 02021 CANTON, MA 02021 ' P: (978) - 740 - 8200 P: (978) - 744 - 7379 P: (508) - 284 -�4800 P: (978) - 922 - 2661 P: (617) - 720 -'4740 P: (617) - 261 - 7161 P: (617) - 261 -7161 P: (617) - 261 - 7161 a , WWW.FOOTPRINTPOWER.COM WWW.WSARCHITECTS.COM WWW.OAK-CG.COM WWW.UB-LA.COM WWW.BPLUSAC.COM WWW.CESCT.COM WWW.CESCT.COM WWW.CESCT.COM 0 TION NG O N ti ©2016, Winter Street Architects, Inc. GENERAL NOTES GENERAL NOTES (cont.) GRAPHIC SYMBOLS 1.NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE 42.CONTRACTOR IS TO PROVIDE APPROPRIATE BLOCKING WITHIN WALLS FOR ALL EQUIPMENT,HUNG CABINETS,SHELVING AND SYMBOL DESCRIPTION ACCEPTABLE DESPITE THE ARCHITECTS FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. MILLWORK AS REQUIRED FOR ADEQUATE SUPPORT. NORTH ARROW DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE I INDICATES ACTUAL NORTH INTENT OF THE CONTRACT. NO PAYMENT,EITHER PARTIAL OR FINAL,SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK 43.FOR SLAB TO SLAB PARTITIONS ALL JOINTS OCCURRING ABOVE THE CEILING LINE ON BOTH SIDES OF PARTITION SHALL BE TAPED (I OR IMPROPER MATERIALS. AND MUDDED WITH AT LEAST ONE COAT OF COMPOUND. DIRECTION OF SECTION BUILDING SECTION 2.DURING THE COURSE OF CONSTRUCTION,ACTUAL LOCATIONS OF CONSTRUCTION ITEMS DENOTED IN THE CONSTRUCTION 44.CONTRACTOR IS TO PLASTER/PATCH FOR ALL TRADES REQUIRED. CUT DOCUMENTS SHALL BE INDICATED,TO SCALE,IN CONTRASTING INK ON THE DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL ' 1 SIM BUILDING SECTION NUMBER WORK;INCLUDING SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, 45.TWO(2)DIAGONAL BRACES TO SLAB ABOVE SHALL BE PROVIDED AT DOOR OPENINGS,AND TRIMMED OPENINGS,IF PARTITIONS ARE INCLUDING THE PUNCH LIST, THIS INFORMATION SHALL BE TRANSFERRED TO A SET OF CADD DRAWINGS PROVIDED BY THE ARCHITECT. TO UNDERSIDE OF THE CEILING.PROVIDE METAL BRACING AND APPROPRIATE STIFFENING TO SECURE CEILING HIGH PARTITIONS. A101 INDICATES SHEET NUMBER THIS SET SHALL BE CONSPICUOUSLY MARKED "RECORD SET"AND 2 COPIES DELIVERED TO THE ARCHITECT&LANDLORD. PROVIDE STIFFENER AT EACH DOOR STRIKE AND AT FOUR FEET CENTERS. COLUMN GRID 3.IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF 46.CONTRACTOR WILL CLEAN AND PREPARE FLOOR FOR CARPET INSTALLATION. _ _ _ _ - O COLUMN REFERENCE GRID WORK SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED, 47.ALL WORK SHALL BE DONE TO ACCEPTED PRACTICE,STANDARD METHODS OF CONSTRUCTION AND APPLICABLE BUILDING CODES. ci EXTERIOR ELEVATION 4.SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE,FOR WHATEVER REASONS,UNENFORCEABLE,SUCH 48.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS,APPROVALS AND INSPECTIONS AS REQUIRED BY LAW. DIRECTION OF ELEVATION UNENFORCEASILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE 1 CONTRACT. 49.THE CONTACTOR SHALL UPDATE CONSTRUCTION SCHEDULE AS REQUIRED TO KEEP ALL PARTIES INFORMED. ELEVATION NUMBER r A101 INDICATES SHEET NUMBER 5.THROUGHOUT THE DURATION OF THE PROJECT THE CONTRACTOR SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING 50.ANY VARIATIONS FROM THESE DOCUMENTS WHICH ARE REQUESTED BY OWNER,TENANT,OR OTHER INTERESTED PARTIES MUST (D o OF CLAIMS OF LIEN BY SUBCONTRACTORS,SUPPLIERS OF MATERIALS,LABOR,SERVICE,OR EQUIPMENT OR ANY OTHER INDIVIDUAL OR BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO IMPLEMENTATION BY THE CONTRACTOR. DETAIL - rn M (n COMPANY SO ENTITLED UNDER GOVERNING LAWS AND REGULATIONS. APPROVAL FOR FINAL PAYMENT SHALL BE CONTINGENT UPON SIM U) o ti v THE CONTRACTOR'S OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. 51.MAINTAIN SPRINKLER,SMOKE AND FIRE ALARM SYSTEMS TO COMPLY WITH STATE AND LOCAL BUILDING AND LIFE SAFETY CODES. 1 DETAIL NUMBER A101 INDICATES SHEET DETAIL IS DRAWN ON (n o v 6.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND 52.THE CONTRACTOR SHALL PROVIDE TRUE,PLUMB AND LEVEL SURFACES FOR INSTALLATION OF ALL CASEWORK AND APPLIANCES. CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION, IF THERE ARE ANY QUESTIONS LU � Q REGARDING THESE OR OTHER COORDINATION QUESTIONS,THE CONTRACTOR SHALL SUBMIT THEM,IN WRITING,TO THE ARCHITECT 53.IN AREAS IN WHICH WORK IS DONE,SEAL ALL WALL,FLOOR,CEILING AND ROOF PENETRATIONS EXISTING AND NEW TO MAINTAIN WALL SECTION N f AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN THE INTEGRITY OF THE EXISTING WALLS AND NEW WALLS WITH U1.LISTED FIRE ASSEMBLIES. DIRECTION OF WALL SECTION QUESTION,OR RELATED WORK. SIM 54.ALL GYPSUM BOARD ABUTTING OTHER MATERIALS IS TO BE FINISHED WITH METAL EDGES OR FIRE STOPPED AS REQUIRED. 1 WALL SECTION NUMBER 7.DO NOT SCALE DRAWINGS;DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE A101 INDICATES SHEET NUMBER WALL DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. 55.WATER RESISTANT GYPSUM BOARD IS TO BE USED BEHIND ALL PLUMBING FIXTURES&CERAMIC TILE AND OTHER WET AREAS. SECTION DRAWN ON 8,THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED.WHERE THE TERM'OR APPROVED EQUAL" 56.NOTIFY THE OWNER PRIOR TO INTERRUPTING ANY UTILITIES. PROVIDE TEMPORARY SERVICE AS REQUIRED. 1 Ref INTERIOR ELEVATION IS USED,THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. THE W SECONDARY ELEVATION LETTER W CONTRACTOR SHALL ALSO PROVIDE A REASON FOR THE SUBSTITUTION AND SHALL NOTE ANY COST SAVINGS ACCRUED 57.DO NOT STOCKPILE CONSTRUCTION MATERIALS OR OCCUPY AN AREA OF BUILDING OR SITE WITHOUT PRIOR APPROVAL FROM A101 OWNER. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION.THE CONTRACTOR IS RESPONSIBLE FOR TRADE COORDINATION, 58.EXIT LIGHTING SHALL BE PROVIDED PER APPLICABLE CODES AND AS DIRECTED BY LOCAL CODE ENFORCEMENT OFFICIALS. 1 Ref INDICATES SHEET NUMBER 10,THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT 59,FIRE ALARM RENOVATION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. ALIGN ALIGN SURFACES AS INDICATED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION, DOORIFRAME TYPE En COORDINATION A DOOR FRAME AND TYPE 11.ALL INSTALLED PLUMBING,MECHANICAL,AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION, HARDWARE SET 001 12.UPON COMPLETION OF THE WORK OR SHORTLY BEFORE,THE CONTRACTOR SHALL PREPARE A PUNCH-LIST OF CORRECTIONS AND 1.COORDINATE SCHEDULING,SUBMITTALS,AND WORK OF VARIOUS TRADES TO ASSURE AN EFFICIENT AND ORDERLY SEQUENCE OF DOOR NUMBER W UNSATISFACTORY AND/OR INCOMPLETE WORK FOR THE ARCHITECTS REVIEW. FINAL PAYMENT WILL BE CONTINGENT UPON THE INSTALLATION OF INTERDEPENDENT ELEMENTS. COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNERICONTRACTOR AGREEMENT. REVISION 2.VERIFY THAT UTILITY REQUIREMENT CHARACTERISTICS OF OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES.COORDINATE 13,CONTRACTOR SHALL INSTALL SCHEDULED PARTITIONS PER PLANS. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS WORK OF VARIOUS SECTIONS OF SPECIFICATIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING,CONNECTING TO,AND PLACING / EXTENT OF REVISION OF COORDINATION BETWEEN DRYWALLIMILLWORK CONDITIONS. IN SERVICE,SUCH EQUIPMENT. 1� REVISION NUMBER 14.ALL MATERIALS SHALL BE NEW,UNUSED,AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED, 3.IN FINISHED AREAS,EXCEPT AS OTHERWISE INDICATED,CONCEAL PIPES,DUCTS,AND WIRING WITHIN CONSTRUCTION. COORDINATE LOCATIONS ROOM NAME MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. 101 ROOM NAME AND NUMBER UNLESS OTHERWISE NOTED. 4.COORDINATE MECHANICAL AND ELECTRICAL PORTIONS OF WORK WITH OTHER PORTIONS OF WORK.COORDINATE PROGRESS SCHEDULES, 15.THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO INCLUDING DATES FOR SUBMITTALS AND FOR DELIVERY. WC FINISH DESIGNATION FLOORS 1 WALLS-REFER WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BYLAW. THE CONTRACTOR 1 TO FINISH LEGEND SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING,AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, 5.CONDUCT CONFERENCES AMONG SUBCONTRACTORS,SEPARATE CONTRACTORS,AND OTHERS CONCERNED WITH WORK,TO ESTABLISH AND MAINTAIN COORDINATION AND SCHEDULES,AND TO RESOLVE COORDINATION MATTERS IN DISPUTE. CEILING TYPE A CEILING LABEL 16.VERIFY LAYOUT AND EXACT LOCATION OF ALL PARTITIONS,DOORS, ELECTRICALITELEPHONE AND CDMMUNICATION OUTLETS, 1'-0 A.F.F. CEILING TYPE LIGHT FIXTURES AND SWITCHES WITH THE ARCHITECT. 6.COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED BY DIAGRAM ON " CEILING HEIGHT ABOVE FINISH FLOOR DRAWINGS.FOLLOW ROUTING SHOWN FOR PIPES,DUCTS,AND CONDUIT,AS CLOSELY AS PRACTICABLE;PLACE RUNS PARALLEL WITH LINES OF STAIR TAG 17.CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL,TELEPHONE,ELECTRICAL, BUILDING.UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS,FOR MAINTENANCE,AND FOR REPAIRS. NUMBER OF RISERS(R) LIGHTING,PLUMBING AND SPRINKLER EQUIPMENT(TO INCLUDE ALL PIPING,DUCTWORK AND CONDUIT)AND THAT ALL REQUIRED 20 R @ 7 1/2" HEIGHT OF RISERS(R) CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED,IN THE EVENT OF ANY DISCREPANCIES 7.EXECUTE CUTTING,FITTING,AND PATCHING BY METHODS WHICH WILL AVOID DAMAGE TO OTHER WORK,AND PROVIDE PROPER SURFACES TO BETWEEN THE ARCHITECTURAL PLANS,MECHANICAL,OR OTHER DOCUMENTS PROVIDED BY THE CONTRACTOR,THE ARCHITECTURAL PLANS RECEIVE PATCHING AND FINISHING.REFINISH SURFACES TO MATCH ADJACENT FINISHES.FOR CONTINUOUS SURFACES,REFINISH TO NEAREST O WINDOW I INTERIOR GLAZING TYPE SHALL GOVERN. ANY AND ALL DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO IMPLEMENTATION INTERSECTION;FOR AN ASSEMBLY,REFINISH ENTIRE UNIT. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF REFER TO WINDOW LEGEND OF THE WORK. CONTRACT DOCUMENTS. Al KEYNOTE REFER TO KEYNOTE SCHEDULE 18, "TYPICAL"MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED, 8.FIT WORK TIGHT TO PIPES,SLEEVES,DUCTS,CONDUIT,AND OTHER PENETRATIONS THROUGH SURFACES.MAINTAIN INTEGRITY OF WALL, CEILING,OR FLOOR CONSTRUCTION;COMPLETELY SEAL VOIDS. E1 MULTI CATEGORY TAG 19,'SIMILAR"MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN.ALL 9.CHASING OR CUTTING EXISTING CORE AND OTHER FIRE-RATED WALLS FOR INSTALLATION OF NEW CONSTRUCTION SHALL NOT BE PERMITTED. INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO ONE AREA,COMPONENT OR CONDITION,SHALL APPLY TO ALL OTHER Al NEW EXCEPT AS REQUIRED FOR OUTSIDE AIR REQUIREMENTS FOR THE BASEMENT LEVEL. CASEWORK TAG SIMILAR AREAS,COMPONENTS AND CONDITIONS,UNLESS CLEARLY INDICATED OTHERWISE. C SALVAGED 20.FURNITURE IS TO BE FURNISHED AND INSTALLED BY OTHERS EXCEPT AS NOTED ON DRAWINGS. COORDINATE USE PREMISES UNDER DIRECTION OF BUILDING OWNER.OBTAIN A COPY OF OWNER'S RULES AND REGULATIONS GOVERNING CONSTRUCTION ON PREMISES. Al PARTITION TAG REFER TO PARTITION LEGEND 21.FILE CABINETS AS SHOWN ON DRAWINGS ARE SUPPLIED BY OTHERS,UNLESS OTHERWISE NOTED. 11.IDENTIFY HAZARDOUS SUBSTRATES OR CONDITIONS EXPOSED DURING WORK TO OWNER FOR REMEDY. FE / FRE-0 FIRE EXTINGUISHER IN BRACKET 1 FIRE 22.CONTRACTOR TO PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM EMANATING FROM EXTINGUISHER IN CABINET FOOTPRINT POWER RE CONSTRUCTION AREA.PROVIDE TEMPORARY PROTECTION TO REDUCE DUST AND NOISE AND ACTIVITY IN THE WORK AREA,AND MAINTAIN FOR PRODUCTS SPECIFIED BY ASSOCIATION OR TRADE STANDARDS,COMPLY WITH REQUIREMENTS OF STANDARD,EXCEPT WHEN MORE RIGID - PROPERTY LINE EGRESS AS REQUIRED IN AREAS UNDER CONSTRUCTION. REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES. ADMINISTRATION 23.CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, 13.DATE OF STANDARD IS THAT IN EFFECT AS OF DATE OF OWNER CONTRACTOR AGREEMENT,EXCEPT WHEN A SPECIFIC DATE IS SPECIFIED. - SETBACK LINE NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT SHOWN ON THE CONSTRUCTION DRAWINGS.PRIOR TO BID SUBMISSION,ALL ®e®®® LIMIT OF WORK BUILDING CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE JOB SITE TO VERIFY THE FIELD CONDITIONS AND TO FULLY UNDERSTAND THE EXISTING CONDITIONS AND WHAT IS TO BE PROVIDED UNDER THIS CONTRACT. THIS INCLUDES THE REVIEW OF BUILDING SYSTEMS AND MATERIALS AND EQUIPMENT ACCESS TO THE SPACE THROUGH THE BUILDING AND LOADING AREAS DESIGNATED BY THE BUILDING MANAGEMENT. EXISTING CONSTRUCTION 24,ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR 1,LOCATE REQUIRED LABELS AND STAMPS WHERE REQUIRED FOR OBSERVATION AFTER INSTALLATION ON AN ACCESSIBLE SURFACE WHICH, 24 FORT AVE. IN OCCUPIED SPACES,IS NOT CONSPICUOUS. BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION(DOCUMENT SHALL BE PROVIDED THOUGH THEY ARE ON ALL SALEM, MA 01970 RELATED DOCUMENTS. 2.EXCEPT AS OTHERWISE INDICATED FOR REQUIRED LABELS,DO NOT PERMANENTLY ATTACH OR IMPRINT MANUFACTURER'S OR PRODUCER'S 25.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY'THE ARCHITECT OF ANY CONFLICTS HEREIN-EITHER APPARENT NAMEPLATES OR TRADEMARKS ON EXPOSED SURFACES OF PRODUCTS WHICH WILL BE EXPOSED TO VIEW. NEW CONSTRUCTION Project Number: 4103.000 OR OBVIOUS-PRIOR TO THE START OF NEW WORK ON THAT ITEM OR(BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS 3.TRANSPORT PRODUCTS BY METHODS TO AVOID PRODUCT DAMAGE. DELIVER PRODUCTS IN UNDAMAGED CONDITION IN MANUFACTURER'S DIRECTED BY THE ARCHITECT, UNOPENED CONTAINERS. 26.REFER TO ELEVATIONS AND DETAILS FOR CLARIFICATION OF FINISH MATERIALS. 4.PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT DAMAGE, CONSTRUCTION 27.ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE 5.PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS,QUANTITIES ARE CORRECT,AND PRODUCTS DEMOLITION DOCUMENTS SAME MAY NOT BE DUPLICATED, USED,OR DISCLOSED WITHOUT THE(WRITTEN CONSENT OF THE ARCHITECT. ARE UNDAMAGED, 28.THE CONTRACTOR SHALL PROVIDE LINE AND GRADING ON THE FINISHED SLAB FOR ALL PARTITIONS,TO BE APPROVED BY WINTER 6.STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,WITH SEALS AND LABELS INTACT AND LEGIBLE. STORE STREET ARCHITECTS,(LINE AND GRADING SHALL BE SHOWN BY PAINTING PARTITION LOCATIONS OR BY INSTALLING METAL STUD FLOOR SENSITIVE PRODUCTS IN ENCLOSURES;MAINTAIN TEMPERATURE AND HUMIDITY RANGES RECOMMENDED BY MANUFACTURER, GLAZING CHANNEL.) Date Issued: 112 HOUR FIRE RATED PARTITION 29.THERE SHALL BE NO HORIZONTAL JOINTS ON EXPOSED SURFACES OF GYPSUM BOARD WALLS. QUALITY CONTROL - 1 HOUR FIRE RATED PARTITION 04/04/2016 30.ALL NEW WALLS ARE TO BE TAPED AND ARE TO APPEAR HOMOGENEOUS WITH EXISTING CONSTRUCTION WHEN COMPLETED. 2 HOUR FIRE RATED PARTITION 1.MONITOR QUALITY CONTROL OVER SUPPLIERS,MANUFACTURERS,PRODUCTS,SERVICES,SITE CONDITIONS,AND WORKMANSHIP TO NO. DESCRIPTION DATE 31.ALL PARTITIONS ARE DIMENSIONED FINISH-TO-FINISH,UNLESS OTHERWISE NOTED. PRODUCE WORK OF SPECIFIED QUALITY. MATCH LINE 32.CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL OPENINGS FOR DUCT WORK AND RETURN AIR GRILLE OPENINGS 2.COMPLY FULLY WITH MANUFACTURER'S INSTRUCTIONS,INCLUDING EACH STEP IN SEQUENCE. PHASE LINE ABOVE AND BELOW HUNG CEILINGS.THESE ARE TO COORDINATE WITH THE AIR CONDITIONING ENGINEER'S AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS.ALL OPENINGS SHALL BE PROPERLY SEALED FOR FIRE PROOFING,SOUNDPROOFING AND VIBRATION 3,SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES,VIBRATION, CONTROL. PHYSICAL, COPYRIGHT NOTICE 33.CONTRACTOR IS TO PROVIDE METAL CORNER BEADS AT ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS WITH A FINISH FREE OF 4.PERFORM WORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY.DISTORTIONS.ON EXTERIOR COLUMNS PASS GYPSUM BOARD OVER COLUMN FACE WHERE DRYWALL ABUTS COLUMNS. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OD WINTER STREET ARCHITECTS,INC. THE CLIENT MAY RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE PROJECT. ALL COPYRIGHTS 34.WHERE NEW PARTITIONS MEET WINDOW MULLIONS OR PERIMETER COLUMNS A SOUNDPROOF FILLER PANEL SHALL BE USED INSIDE CONSTRUCTION FACILITIES &TEMPORARY CONTROLS ARE TO BE RETAINED AND THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS OR FOR RENOVATIONS OR THE CONVECTOR ENCLOSURE OR INSTALLED BETWEEN THE COLUMNS AND PERIMETER WINDOW MULLIONS. EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN AUTHORIZATION BY WINTER STREET ARCHITECTS,INC. 35. U L.LOTS ALL U.N.O.W METAL DOOR FRAMES SHALL BE 16GA.AND SHALL BE WELDED AND PROPERLY FIRE RATED AND LABELED WITH 1. A O ID PUTILITY OWER AND VICESLIGHT REQUIRED MEAFOOFONSTRUCCONSTRU ION OPERATIONS TYPE POWER EXTEND CORD BRANCH PIPING,WIRING AND DISTRIBUTION BOXES COORDINATION STATEMENT ISTITHESE DRAWINGS ARE PART OF A SET OF DOCUMENTS DESCRIBING THE CONSTRUCTION UNDER CONTRACT AND ARE NOT 36,ALL FIRE RATED DOORS SHALL BE PROPERLY LABELED WITH U.L.LISTING. 2.EXISTING AND PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION. MAINTAIN LIGHTING AND MAKE ROUTINE REPAIRS. INTENDED TO STAND ALONE. ANY CONTRACTOR OR SUBCONTRACTOR ESTIMATING OR PERFORMING WORK RELATED TO THIS CONTRACT MUST USE THESE DRAWINGS WITH THE RELATED CONSTRUCTION SPECIFICATION AND CONSULTANT 37.ALL METAL STUD AND DRYWALL PARTITIONS SUPPORTING BUILT-IN MILLWORK AND OR CABINET WORK SHALL HAVE STUD SPACING 3.PROVIDE HEATING AS REQUIRED TO MAINTAIN NECESSARY CONDITIONS FOR CONSTRUCTION OPERATIONS,TO PROTECT MATERIALS DOCUMENTATION AND IS ADVISED TO REVIEW THE ENTIRE CONSTRUCTION DOCUMENT SET. DO NOT RELY SOLELY ON THE GENERAL OF 12"O.C.IN LIEU OF IT O.C.INCLUDING ALL REQUIRED BRACING,BLOCKING AND GROUNDS. AND FINISHES FROM DAMAGE DUE TO TEMPERATURE OR HUMIDITY. INFORMATION PROVIDED IN THESE DRAWINGS. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSULTANTS'WORK. 38.ALL WOOD UTILIZED IN CONSTRUCTION SHALL BE FACTORY TREATED AND BE APPROVED BY THE AUTHORITY HAVING JURISDICTION 4.PROVIDE VENTILATION OF ENCLOSED AREAS TO CURE MATERIALS,TO DISPERSE HUMIDITY,AND TO PREVENT ACCUMULATIONS OF NOTES, PROJECT OVER THIS PROJECT, DUST,FUMES,VAPORS,OR GASES. 39.UNLESS OTHERWISE NOTED ALL HARDWARE SHALL BE SUPPLIED BY THE CONTRACTOR. 5.PROVIDE BARRIERS AS REQUIRED TO PREVENT PUBLIC ENTRY TO CONSTRUCTION AREAS AND TO PROTECT EXISTING FACILITIES AND STANDARDS ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS, 40.ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING REQUIREMENTS.CODES AND/OR KEYS ARE TO BE DELIVERED TO THE TENANT PROPERLY TESTED AND/OR TAGGED.PROVIDE MASTER KEYS AND PASS KEYS FOR EACH LOCK AS NOTED 6.PROVIDE PROTECTIVE COVERINGS AT WALLS,PROJECTIONS,JAMBS,SILLS,AND SOFFITS OF OPENINGS. PROTECT FINISHED FLOORS ON HARDWARE SCHEDULE NOTES. AND STAIRS FROM TRAFFIC,MOVEMENT OF HEAVY OBJECTS,AND STORAGE. a 41.CONTRACTOR IS TO FURNISH AND INSTALL ALL ROUGH PLUMBING AND HOOK-UP FOR SINK,COFFEE MACHINE,ICE MAKER AND 7,CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH;PERIODICALLY DISPOSE OF WASTE MATERIALS OFF-SITE. REFRIGERATOR. CONTRACTOR IS TO FURNISH AND INSTALL FIXTURES&APPLIANCES PER THE PLAN. 8.CLEAN AREAS PRIOR TO START OF FINISH WORK,MAINTAIN AREAS FREE OF DUST AND OTHER CONTAMINATES DURING FINISHING N OPERATIONS. AOsl co 0 © 2016 Winter Street Architects, Inc. PULL SIDE F T PUSH SIDE 5 0" 30'-0" N � I I 0 CLEAR MAX. CLEAR 4' 0" 1:12MAX,SLOPE - 17 - - - T-6" 24"PREFERRED CLOSER I 3 HANDRAIL REQUIRED IF SLOPE EXCEEDS 1:20 L - L J LANDING RAMP LANDING I U INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30"OF VERTICAL RISE AND AT EACH CHANGE OF - L DIRECTION. NOTE:ALL DOORS AT ALCOVES SHALL COMPLY WITH THE CLEARANCES r FOR FRONT APPROACHES. _ o 4 TWO HINGED DOORS IN SERIES NO CLOSER Z ( rn CUCn O ti x Q WIDTH MUST BE OF 60"WITH OCCUPANCY OF 300 OR -__-- _ - ---- - -- -- --- L.L. W ti L MORE. _. --- - -- - ---- � (6 r (n FRONT APPROACHES i NU) (/) CROSS SLOPE NO GREATER THAN 1:50(2°/a) PULL SIDE PUSH SIDE 4'-0" 1112�DIA, HANDRAIL, 3 0 3 0" - - - - - 1112 CLEAR SPACE TO WALL �— CLEAR 1' 0" N 3'-6' 3'.6" \ I i W a Li 3,_6" - - LL CLOSER Ce o M `� X z MIN. LESS THAN 4'-0" �- \ ' � o — — — — � - - - - - - - - w Cl MINIMUM CLEARANCES FOR TURNING ORU1 8 RAMPS I HANDRAILS 7_� i � I � 4'-6 � 4'-0" 1'•0" 4'-0" —� I WIDTH OF 1 _ NO CLOSER TREAD r - - 9R - =D2 6' \ IN ,o ( HINGE SIDE APPROACHES_ /. / w -- ---- - - ---- - - - - o `D r 60"TURNING CIRCLE CLEAR FLOOR SPACE T z o = I MINIMUM PASSAGE FOR ONE WHEELCHAIR - o w X AND ONE AMBULATORY PERSON PULL SIDE I �I M PARALLEL APPROACH z o \ I � �7-0" o zo 5 ACCESSIBLE ROUTES CLOSER I LAVATORY PLAN CLEARANCES CLOSER 13 STAIR RAILING DETAIL I - 5'-0" IDENTIFICATION FOR ROOM NUMBERS,TOILET ROOMS 0 34" DOOR LEVERS —► I SSIGN IDELMGHT OUNTED ON WALL OR \2-0" M 0 U / / / V-6" OUTLETS - 2 0 FLOOR LINE I j NO CLOSER FRONTAPPROACH ��/�� /, MIRROR 8" HIGH FORWARD REACH LIMIT , NO CLOSER FOOTPRINT POWER LATCH SIDE APPROACHES ADMINISTRATION M ALL SIGNAGE TO COMPLY WITH ADA AND MASS.ARCH,ACCESS BOARD REQUIREMENTS N 1 MANEUVERING CLEARA BUILDING NCES AT SWINGING DOORS FINAL GRAPHICS TO BE APPROVED BY ARCHITECTS/TENANT o 5 o PROVIDE CONCEALED FASTENERS OR ADHESIVES AS RECOMMENDED BY MANUFACTURERS AND AS �' M REQUIRED FOR PERMANENT AND SECURE MOUNTING TO SUBSTRATES INDICATED.SUITABLE FOR LAVATORY ELEVATION I 4.6" 24 FORT AVE. CONDITIONS OF APPLICATION AND USE. _ r _ - SALEM, MA 01970 HIGH AND LOW SIDE REACH MAXIMUM SIDE REACH OVER \ F OBSTRUCTION t Number: 4103.000 Project DRINKING FOUNTAIN ELEVATION LIMIT \� I ♦_ � 91NTERIOR TENANT SPACE SIGNAGE 10 DRINKING FOUNTAINS 11 LAVATORIES 6 REACH RANGES � CONSTRUCTION FRONT APPROACH SLIDE SIDE APPROACH DOCUMENTS 7 REFER TO ELEVATIONS _ Date Issued: FOR EXACT MOUNTING HEIGHTS OF DEVICES AND FINISHES, CLEAR NOTE:ALL DOORS AT ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR r EMERGENCY LIGHTING SHALL BE PROVIDED TO FLOOR " FRONT APPROACHES. I 04/04/2016 COMPLY WITH ALL LOCAL,STATE AND FEDERAL SPACE CODES. MOUNTING HEIGHT TO NOT INTERFERE FIRE EXTINGUISHER ----- � ~ NO. DESCRIPTION DATE WITH DAILY USAGE OF SPACE. HANDLE NO HIGHER I THAN 48"ABOVE THE FINISH FLOOR, o EXIT SIGNS SHALL BE PLACED SO THAT THEY ARE WHERE POSSIBLE,DEVICE SCREEN WALLS OR - READILY VISIBLE AND COMPLY WITH ALL LOCAL, SHALL BE LOCATED DIRECTLY 2' 4" SHIELDS DO NOT EXTEND / 2'-0" STATE AND FEDERAL CODES. ABOVE LIGHT SWITCH OR BEYOND RIM " LATCH SIDE APPROACH 3"-4"FOR BRACKET PULL STATION. SPEAKER MOUNTED FINISHED CEILING EXTINGUISHERS URINAL PLAN CLEARANCES WATER CLOSET AND GRAB BAR PLAN CLEARANCES 2 MANEUVERING CLEAR. AT SLIDING I FOLDING DOORS VARIES / EXIT a 0 4 7 " THERMOSTAT FIRE 3 0 FIRE ALARM PULL D MIMERS OR o EXTINGUISHER STATION NOTE; An _____ ______ ___ - ------ -;-- E p- -------- o _ THE CONDITIONS ILLUSTRATED ON THIS SHEET CONSTITUTE LEGAL STANDARDS FOR HANDICAPPED ACCESSIBILITY.THEY DO NOT CONSTITUTE ACTUAL 2 �� \ 3 o c ARCHITECTURAL CONDITIONS FOR CONSTRUCTION IN THE COURSE OF THIS WORK. o ADAIMAAB o OUTLETS o o o o o � FINISHED SEE ENCLOSED ARCHITECTURAL DRAWINGS FOR ACTUAL EXTENT OF WORK.NOT ALL CONDITIONS SHOWN HERE NECESSARILY OCCUR IN THIS PROJECT. - - �- - M o o '� `? FLOOR �= = N �., REQUIREMENTS M o CONTRACTOR TO INFORM ARCHITECT WHEN DUE TO FIELD CONDITIONS,ETC.,ACTUAL CONSTRUCTION WILL NOT CONFORM TO THESE STANDARDS. REFER TO ICC A117.1 FOR ALL ACCESSIBILITY REQUIREMENTS. ELECTRICAL FIRE HOSE CABINET, FIRE EXTINGUISHER CABINET, FIRE ALARM&WALL SCONCE PUBLIC RECEPTACLE DOOR CONTROLS PANEL FULLY FULLY RECESSED, STROBE URINALS WATER CLOSETS GRAB BARS TOILET PAPER PAPER TOWEL DISPENSER 1 SINK MIRROR SOAP DISPENSER COAT TELEPHONE MOUNTED ABOVE OPERATING RECESSED,SEMI- SEMI-RECESSED,OR (PROVIDE AT LEAST ONE HOLDER WASTE RECEPTACLE HOOK COUNTER HARDWARE FACEPLATE TO MATCH RECEPTACLES RECESSED, SURFACE MOUNTED ACCESSIBLE FIXTURE) UNLESS OTHERWISE NOTED, OR SURFACE MOUNTEDAO2 12 MOUNTING HEIGHTS 7 FIXTURE AND ACCESSORY MOUNTING HEIGHTS 3 GENERAL NOTES ■ 0 © 2016 Winter Street Architects, Inc. 780 CMR: CODE SUMMARY FIRE 1 LIFE SAFETY REQUIREMENTS STATE BOARD OF BUILDING REGULATIONS AND STANDARDS CONTRACTOR SHALL CONFORM TO ALL CODES,ORDINANC ES ETC.AND RETAIN RESPONSIBILITY FOR JURISDICTION 1.GENERAL CONTRACTOR TO ENSURE THAT ALL EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING MORE THAN 50 OVER THE OR FOALL WORK LLOWING: SHALL COMPLY WITH LATEST REVISIONS OF ALL APPLICABLE CODES AND ORDINANCES PERSONS.ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE SELF-CLOSING. THE MASSACHUS ETTS STATE BUILDING CODE INCLUDING 2.GENERAL CONTRACTOR TO ENSURE THAT ALL DOORS OPENING INTO ONE-HOUR FIRE-RATED CORRIDORS SHALL RECEIVE SMOKE STOP FIRE ASSEMBLY WITH A MINIMUM 45 MINUTE RATING IN A 45 MINUTE FRAME. MIXED USE&OCCUPANCY: 3,GENERAL CONTRACTOR TO PROVIDE FIRE DAMPERS OR DOORS WITH ALL REQUIRED LIFE SAFETY CONNECTIONS WHERE AIR DUCTS PENETRATE TABLE 601 B:OFFICES 2782 SF FIRE-RATED WALLS OR CEILINGS. (BUSINESS USE,SECTION 304) 0 4.EXITS,EXIT LIGHTS,FIRE ALARM STATIONS,HOSE CABINETS AND FIRE EXTINGUISHERS SHALL NOT BE CONCEALED BY ANY DECORATIVEFIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) MATERIALS, u, 5.GENERAL CONTRACTOR TO MODIFY EXISTING FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTION, GENERAL CONTRACTOR TO CHECK FIRE ALARM SYSTEM FOR PROPER SOUND COVERAGE THROUGHOUT THE LEASED SPACE. PROVIDE SMOKE DETECTORS TYPE I MEN i TYPE III TYPE IV TYPE V CD TENANT AREA IN ACCORDANCE WITH CODES. GENERAL CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH RATING BUILDING ELEMENT SPECIFIED WITHIN 75-0"TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR DURING AND AFTER CONSTRUCTION. FIRE EXTINGUISHERS AND FIRE UJ Ad B AdB � Ad B HT Ad B 3EXTINGUISHER CABINETS WHERE REQUIRED SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. TYPE AND QUANTITIES SHALL <.' CONFORM TO ALL APPLICABLE ORDINANCES. LOCATIONS SHALL BE REVIEWED WITH ARCHITECT PRIOR TO INSTALLATION.GENERAL CONTRACTOR TO (— STRUCTURALFRAME a r ' PROVIDE AN ALLOWANCE IN BID IF NONE ARE INDICATED ON PLANS. r INCLUDING COLUMNS, 3b 2b 1 "0 1 0 HT 1 0 4-" o E GIRDERS,TRUSSES CONSTRUCTION TYPE II B(IBC 602) 6.EXIT SIGNS SHALL BE CLEARLY VISIBLE AT ALL TIMES&SHALL HAVE BLOCK LETTERS 6"HIGH x 314"STROKE. I N ti O FIRE PROTECTION NOT SPRINKLERED ►� �? BEARING WALLS 4 7.EXIT WAYS AND EXIT PATHS SHALL BE LIGHTED AND HOOKED UP TO BUILDING'S EMERGENCY LIGHTING SYSTEM. r '� (n o ti v EXTERIOR f 3 2b 1 2 2 2 1 0 �„ ALLOWABLE MEAN BASE ALLOWANCE USE GROUP B: 3 STORY 155'0" U x Q N INTERIOR 3b 2b 1 8.THE END POINT FLAME SPREAD OF 200 AND RATING OF 75 FOR INTERIOR WALL AND CEILING FINISHES AS REQUIRED. RATING OF 25 FOR N c�i� p 1 0 1MT 1 0 HEIGHT STAIRWELLS AS REQUIRED. (n co 2 NON BEARING WALLS AND yr` z W N E PARTITIONS SEE TABLE 602 a ACTUAL � x N 1 STORY I±25'-0" '— — °0 EXTERIOR z ,.' = MEAN HEIGHT 9.THE GC IS TO EXTEND OR MODIFY EXISTING FIRE LIFE SAFETY SYSTEM AS REQ'D. N wr c2 NON BEARING WALLS AND S ALLOWABLE AREA I BASE ALLOWANCE USE GROUP B: 23,000 SF PARTITIONS 0 0 0 y 0 0 0 0 z J FLOOR INTERIOR x SEE 780 CMR 602.4.6 �_ a s' FLOOR CONSTRUCTION INCLUDING SUPPORTING 2 2 1 b "; 1 0 HT 1 0 o ACTUAL AREA I FLOOR 2782 SF Y.1 BEAMS AND JOISTS x ; W ROOF CONSTRUCTION t INCLUDING SUPPORTING BEAMS 1112 c IC IC g'0 1 c 0 HT 1 c 0 AND JOISTS k MAXIMUM LENGTH OF EXIT „ ACCESS TRAVEL 200 0 (IBC 1016.2) N Lu DESIGN OCCUPANT LOAD BUSINESS: 100 GSFIOCC.-27821100= 28 W (PER GSF) / Ell o TOTAL= 28 / FOR SI:1 FOOR=304.8 mmLU Q / a. THE STRUCTURAL FRAME SHALL BE CONSIDERED TO BE THE COLUMNS AND THE GIRDERS,BEAMS,TRUSSES AND SPANDRELS HAVING DIRECT o EGRESS WIDTH PER CONNECTIONS TO THE COLUMNS AND BRACING MEMBERS DESIGNED TO CARRY GRAVITY LOADS. THE MEMBERS OF FLOOR OR ROOF PANELS WHICH HAVE OCCUPANT SERVED OTHER EGRESS COMP:0.15"IOCC. / w NO CONNECTION TO THE COLUMNS SHALL BE CONSIDERED SECONDARY MEMBERS AND NOT A PART OF THE STRUCTURAL FRAME. / b, ROOF SUPPORTS:FIRE-RESISTANCE RATINGS OF STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY ONE HOUR WHERE / SUPPORTING A ROOF ONLY. THIS BUILDING HAS BEEN DESIGNED TO BE ACCESSIBLE IN ACCORDANCE WITH IBC 2009. �(/ / Z C. 1. EXCEPT IN FACTORY-INDUSTRIAL(F-1),HAZARDOUS(H),MERCANTILE(M),AND MODERATE-HAZARD STORAGE(S-1)OCCUPANCIES,FIRE m -ACCESSIBLE RESTROOMS AND ACCESSIBLE ROUTE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED,INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY W PART OF THE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED MEMBERS. 2. IN ALL OCCUPANCIES,HEAVY TIMBER SHALL BE ALLOWED WHERE A ONE-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRED, 2 — — 3. IN TYPE I AND II CONSTRUCTION,FIRE-RETARDENT-TREATED WOOD SHALL BE ALLOWED IN DUILDINGS INCLUDING GIRDERS AND TRUSSES AS /,`C PART OF THE ROOF CONSTRUCTION WHEN THE BUILDNIG IS: WC URINAL LAV DRINKING SERVICE O — i. TWO STORIES OR LESS IN HEIGHT; — FOUNTAIN SINK ii. TYPE II CONSTRUCTION OVER TWO STORIES;OR AS BUSINESS B iii. TYPE I CONSTRUCTION OVER TWO STORIES AND THE VERTICAL DISTANCE FROM THE UPPER FLOOR TO THE ROOF IS 20 FEET OR 28 OCC(14+14): i�� MORE i� � (1)BOLLARD LIGHT d. AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 780 CMR 903.3.1.1 SHALL BE ALLOWED TO BE SUBSTITUTED FOR ONE-HOUR FIRE 1 WC PER 20 FEMALE OCC. ° RESISTANCE-RATED CONSTRUCTION,PROVIDED SUCH SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER PROVISIONS OF 780 CMR OR USED FOR AN 1 WC PER 25 MALE OCC. 1 //// / ° EDGE OF DRIVE AISLE,N.LC. ALLOWABLE AREA INCREASE IN ACCORDANCE WITH 780 CMR 506.3 OR AN ALLOWABLE HEIGHT INCREASE IN ACCORDANCE WITH 780 CMR 504.2. THE_ ONE-HOUR 1 WCLAV PER 50 OCC. 1+1 / SUBSTITUTION FOR THE FIRE RESISTANCE OF EXTERIOR WALLS SHALL NOT BE PERMITTED. y 1 DRINKING FOUNTAIN(FLOOR 1 1 /j/ / ° VAN ACCESSIBLE 1 SERVICE SINK PARKING WITH SIGNAGE e. NOT LESS THAN THE FIRE-RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF 780 CMR, y z //%/ / ° (4)BIKE BOLLARDS @ 5'O.C.AND 18"FROM f. NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE(SEE TABLE 602). = PROPOSED FIXTURES ALLOW PAVER EDGE(8 TOTAL SPOTS REQUIRED) MAX.OCCUPANCY COUNT OF 40. SITE RETAINING WALL,N.I.C. / / (8)BOLLARD LIGHTS EQUALLY BUIAPPLICABLE INTERN \ RETAINING WALL ING /�� ' �`� SPACES ALONG PATH INTERNATIONAL BUILDING CODE 2009 / fir //%%///// l DASHED LINE DENOTES CODES 780 CMR EIGHTH ADDITION / of MASSACHUSETTS AMENDMENTS TO THE INTERNATIONAL BUILDING CODE 2009 RK /� / GABION SITE WALL,N.I.C. ADA ACCESSIBILITY GUIDELINES SLOPED PATHWAY PAVERS TO SLOPED PATHWAY FOOTPRINT POWER ENTRY METAL CLAD CANOPY WITH TPO ROOF ADMINISTRATION / RAIN COURT / _ L WASH °' a a SITE RETAINING LUMINAIRES AL W S . - GARDEN / IN BUILDING EXIT ' CAST-IN-PLACE BUILDING WALL (� CURTAIN WALL 24 FORT AVE. I PEDESTRIAN SALEM, MA 01970 {UI PATH,N.I.C. l I � SOLAR PANELS ON — — — — / BALLASTED RACKS I I _ � Project Number: 4103.000 LIGHT TUBES SEE ROOF OF PLAN FOR SPACING G �...s._ EDGE OF DRIVE AISLE �(/ ADJACENT CONSTRUCTION °" DOCUMENTS — — — — 177 — — — — SITE RETAINING / BUILDING RETAINING WALL STRUCTURE _ — — — — EXIT WALL,N.I.C. EGRESS DOOR WITH CONCRETE LANDING Date Issued: m STEPS TO LANDING 04/04/2016 I , GROSS BUILDING I PROVIDE CHARGING STATION AREA NO. DESCRIPTION DATE 8V 1"TO DOOR DASHED LINE DENOTES 2787 SF I ( # 1 / / GABION SITE WALL,N.I.C. Ii / / I / — 5(FIVE) PARKING SPACES I= — — — — 89'9 TO DOOR64 , 1 t'Jit LIFE SAFETY V f 0' 10, 40' tFll51 20 ARCHITECTURAL SITE PLAN co 2 GROSS AREA PLAN 1 ARCHITECTURAL SITE PLAN N Ao.3 1/8" = 1'-011 Ao.3 1" =20'-0" A0n3 m 0 N °' ©2016 Winter Street Architects, Inc. LEGEND WALL --'— r— r---r-- — -- POROUS PAVERS STRIPING EDGE OF PAVEMENT APPROXIMATE LIMIT OF WORK PATH (N.I.C.) APPROXIMATE LIMIT OF WORK BIO-RETENTION BASIN U SEE DETAILS SHEET C-4 SITE WALL = W 0) ti v L1 x CD Q co Cn ~ ate) N a) a I 1� M ti V) L W a) Q � - - coG7 N (AW M o F _ N I NORTH: 822.4 EAST: 890.8 NORTH: 888.7 EAST: 891.2 APPROXIMATE U1 LIMIT OF WORK W NORTH: 822.9 EAST:907.9 ADMINISTRATION s = SITE WALL BUILDING _ . FFE=1.7.5 SITE WALL CONSTRUCT COURTYARD WITH POROUS PAVERS �� (N.I.C.) �--1- SEE LANDSCAPE PLANS FOR DETAILS AND CONSTRUCT WALK WITH SEPCIFICATIONS POROUS PAVERS GABION WALL 21 -9 11 WIDTH VARIES SEE LANDSCAPE PLAN FOR _ i r DETAILS AND SPECIFICATIONS �, _�.. NORTH: 890.0 36-11 NORTH: 823.9 - " -; EAST:EAST: 939.2 ___Yl_ -T T GABION WALL • - - SCALE in FEET --T- --T LFOOTPRINT - - _ - , T L__., BIKE RACK - _ 1 __ _ 1 BOLLARDS POWER o _ 5' O.C. .._ CONSTRUCT WALKWAY 3' r� _ (4TOTAL)SEE LANDSCAPE PLAN FOR ADMINISTRATION i _ �-------T- ---�- DETAILS -r—_ _ _ h 51 BUILDING Salem, MA 01970 D �o. ELECTRIC Project Number: 4103.000 CONSTRUCT 5 NEW PAVED VEHICLE SIGNAGE PARKING SPACES AND CHARGING APPROXIMATE (POROUS PAVERS) STATIION LIMIT OF WORK CONSTRUCTION DOCUMENTS PAVED PAVED DRIVE ACCESSIB ECSER ICE (N.I.C.) PARKING SPACE Date Issued: 04/04/2016 NO. DESCRIPTION DATE SITE NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE TOWN, STATE,AND FEDERAL CODES. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2. STRIPE SITE AS SHOWN. PARKING STALLS, STRIPED ISLANDS, DIRECTION ARROWS, AND LANE LINES SHALL BE PAINTED I I WITH WHITE TRAFFIC PAINT. I I I 3. ALL TRAFFIC PAINT SHALL MEET THE REQUIREMENTS OF AASHTO M248, TYPE "N". I I I 4. ALL PAVEMENT MARKINGS AND SIGNS TO CONFORM TO MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD 1 SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"AND "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", LATEST EDITIONS AND THE AMERICANS WITH 1 I DISABILITIES ACT REQUIREMENTS UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR SHALL EMPLOY A LICENSED ENGINEER/SURVEYOR TO DETERMINE ALL LINE AND GRADES. I I 6. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE OWNER AND ENGINEER,AN AS-BUILT PLAN IN BOTH PAPER COPY AND I I I SITE LAYOUT ELECTRONIC COPY(.DWG) FORM. THE AS-BUILT SHALL BE PREPARED BY A LICENSED ENGINEER OR SURVEYOR AND SHALL BE I I STAMPED AND CERTIFIED AS TO THE COMPLETENESS AN ACCURACY OF THE AS-BUILT. 1 I 1 PLAN I 1 1 I I I I M I I I N 1 1 N - - - - - - - - - -J I a- tD C =2 N zt ©2016 Winter Street Architects, Inc. LEGEND 16 PROPOSED CONTOUR +15.5 SPOT GRADE Z PD PD DRAIN PIPE PATH (N. PS PS SEWER PIPE rn APPROXIMATE LIMIT OF WORK PE PE ELECTRICAL DUCT BANK BIO-RETENTION BASIN PW PW WATER LINE U SEE DETAILS SHEET C-4 GT GT GEOTHERMAL LINE W cT GEOTHERMAL WELL SITE WALL ® CATCH BASINNVQU I L rn ti TW 15.5 5 CI ROOF DRAIN LEADER(TYP. OF 3) o ti (N.I.C.) BW 12.5 INV(o)=15.6 L3 x Q S=0.010 n/ U) o L.L r� COORDINATE WITH PLUMBING PLANS W Cn c� ` � � 00 Q 18 I PD PD PD D I 15 ��O W - ' ' - '* ]E w -16 20 17 APPROXIMATE 1 + LIMIT OF WORK 32.0 18.5 + 18 W I- TW3 0 Z + 17.4 17.4 + N ADMINISTRATION SITE WALL (N.I.C.) BUILDING F F E=17.5 SITE WALL 00 v ry 6"COURTYARD AND FOUNDATION DRAIN GABION WALL COORDINATE WITH (N.I.C.) p LANDSCAPE AND BUILDING PLANS "8 G + TW32.0 GABION WALL TW40.5 + 5 10 (N.I.C.) 0 20 + TW40.5 SCALE in FEET 16 1"=10' '0 + 15.5 17. p 15.7 + 15.8 + rl TW32.0 +17.4 FOOTPRINT w 17 POWER G �GT G1b GT GT 16 GT GT �f GT GT GT G GT GT lg 10' MIN. 15 16 , ADMINISTRATION 15.2 15.4 w + i + - G GT GT ®` GT G G , BUILDING + 15.3 + / LLEff _ + Salem, MA 01970 5. 15.3 15.3M771 \ 15.5 GEOTHERMAL +, 2% MAX \ WELL(TYP.) 15.7 CROSS ELECTRIC SERVICE ,D \\ HP, SLOPE / Project Number: 4103.000 2"POTABLE WATER SERVICE AREA DRAIN UTILITY STUBS / RIM=14.7 - COORDINATE WITH MEP PLANS / �, DMH 15 INV=11.23 ® J \ CAP AT LIMIT OF WORK 4 FIRE SERVICE / 12" HDPE \ 15.5 / (N.I.C.) L=12 + CONSTRUCTION DOCUMENTS 4" PVC SEWER S=0.005 (MIN) / CAP AT LIMIT OF WORK 12" HDPE s=o.005 (MIN.) / PAVED DRIVE TO CB 25 APPROXIMATE (N.I.C.) L=±95' _ / LIMIT OF WORK (N.I.C.) Date Issued: / \ R M 14.0 04/04/2016 i COMPACTION REQUIREMENTS / INV(INV(o)=1 9 No. DESCRIPTION DATE 0.8 16 (N.I.C.) LOCATION MINIMUM DENSITY" BELOW PAVED OR CONCRETE AREAS 95% / TRENCH BEDDING MATERIAL AND SAND BLANKET BACKFILL 95% / r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 BELOW LOAM AND SEED AREAS 90% / I 76 1 I � *ALL PERCENTAGES SHALL BE OF THE MAXIMUM DRY DENSITY AT THE OPTIMUM MOISTURE CONTENT AS DETERMINED AND CONTROLLED IN ACCORDANCE WITH AASHTO STANDARD 180, METHOD C. FIELD DENSITY TESTS SHALL BE MADE IN ACCORDANCE WITH AASHTO STANDARD T-191, T-204, OR T-238 AND T-239. 76 I \ GRADING AND DRAINAGE NOTES: I I GRADING � I � 7 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE CITY AND STATE CODES. i DRAINAGE AND EROSION 2. ADJUST ALL MANHOLES, CATCH BASINS, CURB BOXES, ETC. WITHIN LIMITS OF WORK TO FINISH GRADE. I I I 3. CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE FREE OF PONDING AREAS. CRITICAL AREAS INCLUDE CONTROL PLAN BUILDING ENTRANCE AND EXITS AND DRIVEWAYS. I I I I I n 4. ALL CATCH BASINS AND DRAIN LINES SHALL BE THOROUGHLY CLEANED OF ALL SEDIMENT AND DEBRIS AFTER THE I I I M UPSTREAM AREA IS STABILIZED. I ' ci 04 I 5. CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE FREE OF LOW SPOTS AND PONDING AREAS. CRITICAL AREAS I C =3 to INCLUDE BUILDING ENTRANCE AND EXIT RAMPS ADJACENT TO THE BUILDINGS. o I N V- N ©2016 Winter Street Architects, Inc. NOTES: STANDARD PEDESTRIAN—SAFE GRATE LOAM AREA PAVED AREA 1. TRENCH TO BE CONSTRUCTED FOR DRAINAGE, SEWER, ADJUSTING TOP RING —00 WATER, AND GAS PIPES. _ FITTING FRAME TO GRADE 3» 4" COMPACTED MAY ALSO BE DONE WITH LOAM & SEEDED SEE PAVEMENT DETAIL 2. BACKFlLL MATERIAL BELOW PAVED OR CONCRETE AREAS, CLAY BRICKS. OR MATCH EXISTING BEDDING MATERIAL, AND SAND BLANKET SHALL BE 5" WAL COMPACTED TO NOT LESS THAN 95% OF AASHTO T 99, T METHOD C. SUITABLE BACKFILL MATERIAL BELOW ECCENTRIC CONE SECTION 2 1/8" BASE LOAM 'AREAS SHALL BE COMPACTED TO NOT LESS THAN 2' 90% OF AASHTO T 99, METHOD C. 8" 29-0» 8" SUITABLE SEE PAVEMENT DETAIL BACKFlLL SUBBASE 3. CONTRACTOR SHALL SUPPLY EXCAVATION, BEDDING AND » MATERIAL BACKFlLL FOR GAS LINE CONSTRUCTION. BEDDING AND COMPACTED AS '' ' ' '' '' '' ' ' BACKFlLL MATERIAL SHALL CONFORM TO GAS COMPANY SPECIFIED STANDARDS. 4'-0" I.D. 4. COORDINATE BEDDING AND BACKFlLL FOR OXYGEN LINE 5» RISER 2 1/8"t AND FIBER OPTICS WITH SERVICE PROVIDER. HOLE CAST TO PLAN 3' WATER PIPE OUTLET HOOD VARIES .:'..'. . .•. . . DETAIL A 7— SAND BEDDING FOR FULL WIDTH OF THE TRENCH UP TO (TONGUE & GROOVE JOINT) SAND BLANKET 12" + D/2 MIN. SPRINGLINE OF PIPE, 6" BELOW PIPE IN EARTH AND 12" BELOW PIPE IN ROCK. WATER PIPE SHALL HAVE A MINIMUM 5' OF COVER. NOTES: I N rn c0i, 1. ALL SECTIONS SHALL BE CONCRETE CLASS AA(4,000 psi). CD UNDISTURBED SOIL SEE DETAIL A 2. CIRCUMFERENTIAL REINFORCEMENT IN ALL SECTIONS AND U X Q ~ (5 4' SUMP SHALL BE PLACED IN THE CENTER THIRD OF THE WALL � 0 s STORM DRAINAGE PIPE & SANITARY SEWER PIPE BASE �— BEDDING SCREENED GRAVEL BEDDING FOR FULL WIDTH OF THE 3' 3. THE TONGUE OR GROOVE OF THE JOINT SHALL CONTAIN W 1= ~ ROCK » 6 ONE LINE OF CIRCUMFERENTIAL REINFORCEMENT EQUAL ( TO 012 SQ. IN PER LINEAR FT = (D 00 Q o TRENCH UP TO SPRINGLINE OF PIPE, 8 BELOW AND SIDES 5" . . . OF PIPE IN EARTH AND 12" BELOW PIPE IN ROCKN (n (n M CU 4. RISERS OF 1', 2', 3' & 4' CAN BE USED TO REACH DESIRED DEPTH. 3'-0" MIN. 6» 5. THE STRUCTURES SHALL BE DESIGNED FOR H2O LOADING. W ORD+2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (WHICHEVER IS GREATER) 6. CATCH BASIN FRAME AND GRATE SHALL PEDESTRIAN SAFE AND RATED FOR H2O LOADING. W 6" CRUSHED STONE BEDDING •� UTILITY TRENCH DETAIL 2 CATCH BASIN Not to Scale Not to Scale Li. W I- Z Z 6' 6 YARD DRAIN CAP TOP ELEV 15.4 BOTTOM ELEV=15.0 TOP OF WALL(BY OTHERS) ELEV=15.5 OUTLET THROUGH WALL INV=12.5(TYP) /A . GRASS SEED WITH LIMIT OF WORK PLANT INKBERRY » /"l \ / 4-6 MULCH p MIN. �" '" , •'::` t M w .:, L 6" HDPE RISER OUTLET DRAIN _ r ;_,•. ...;- :..ice WALL�:• �.,,� •� THROUGH r..: - ...>. ,., :.. .: ,. �.;,�»- .•�,t. :��. INV-12.5 SOIL PLANTING MIX/ d — o HDPE ..... .......... ORGANIC MATERIAL L=11' 1 6"GRAVEL —� o S=0.005 n..: FINISH GRADE SCALE in FEET — 40f — — (TYP OF 3) N.:. 12'MIN. 1"=10' p PEA STONE Q \ 6"PERFORATED HDPE FOOTPRINT INV=12.5 E EV 12 0 STONE L - BOTTOM OF POWER . . . . . . . . . . . PD D. PD PD PD P.D P PD '- _ . . . . ' . ' . ' . ' ' . PLANT INKBERRY(ILEX GLABRA). . . . . . . . ADMINISTRATION10'O.C. (4 TOTAL) I 15 . / NOT TIONSCA E BUILDING 15.5 Salem, MA 01970 6" PERFORATED HDPE L=36 _ 16 o Project Number: 4103.000 6 HDPE RISER o' 1 WITH YARD DRAIN CAP NOTES: RIM=15.4 O 17 a a 1. THE FILTRATION SOIL MIX SHALL CONSIST OF 20% TO 30% BY VOLUME CONSTRUCTION o TOPSOIL, 30% TO 40% COMPOST AND 40% GRAVELY COARSE SAND DOCUMENTS MEETING THE FOLLOWING: d SIEVE % PASSING BY WEIGHT 2—INCH 100 3/4—INCH 70-100 Date Issued: ,3 1/4—INCH 50_80 04/04/2016 U.S.N o. 40 15 40 U.S.N.o. 200 0-3 NO. DESCRIPTION DATE 2. NO HEAVY EQUIPMENT MACHINERY SHALL COMPACT THE SOILS OF THE SOIL FILTER AREA BY DRIVING OVER. ROPE OFF OR PLACE CONSTRUCTION PLASTIC FENCING AROUND THE DESIGNATED BIO RETENTION AREA. 3. EXCAVATION SHOULD BE PERFORMED WITH MACHINERY SITUATED ON THE SIDE AND OUT OF THE EXCAVATION AREA. MACHINERY SHOULD NOT BE ALLOWED TO COMPACT THE SUBSURFACE SOILS OF THE EXCAVATION. IF MACHINERY MUST OPERATE IN THE BIORETENTION AREA USE SMALLER SIZED EXCAVATION EQUIPMENT. 4. MIX SOIL WITH UNDERLYING SAND WITH ROTO—TILLER. ON—SITE SOIL MIXING OR PLACEMENT SHOULD NOT BE PERFORMED IF THE SOIL IS 0 2.5 5 10 SATURATED. PLAN 5. BIORETENTION FACILITIES SHOULD NOT BE USED AS SEDIMENT CONTROL 1"=5' SCALE in FEET BASINS. ALL DRAINAGE SHOULD BE DIRECTED AWAY FROM AREAS SITE DETAILS 1"=5' DESIGNATED FOR BIORETENTION WITH TEMPORARY SEDIMENT CONTROL BASINS, DIVERSION SWALES, OR STAKED HAY BALES UNTIL UPSTREAM AREAS ARE STABILIZED AND THE BIORETENTION AREAS ARE COMPLETE. o_ N N 1310-RETENTION BASIN e N 3 � As Shown C4 r- 0 N Zti © 2016 Winter Street Architects, Inc. SUGGESTED PLANT SCHEDULE J J is SYMT BOTANICAL NAME COMMON NAME QTY SIZE NOTES o Q ° U N TREES - m � �° - 2 AC AMELANCHIER CANDADEN515 DOWNY 5HADBLOW 1 8-1 O' CLUMP A a 11 D O a U 3 0' 5' 10' 20' CO CHAMAECYPARIS OBTUSA 'GKACILI5' HINOKI CYPRESS 1 7-8' HT. B a D 0 ,.r, ro 3 U m O J SHRUBS, GRASSES AND PERENNIALS AG ANDROPOGON GEKARDII BIG BLUE5TEM GRASS 21 1 GAL. E a fl AN ATHYRIUM GOERINGIANUM BURGUNDY LACE PAINTED FERN G3 I GAL. F a D O rrnn CP CAREX PEN5YLVANICA PENNSYLVANIA SEDGE 323 1 GAL. E a f1 D 0 uJ CR CIMICIFUGA RACEM05A 'ATROPURPUREA' SNAKEROOT 21 1 GAL. F a D O r CS CORNUS 5TOLONIFERA 'FARROW AKTIC FIRE RED TWIG DOGWOOD 9 2-3' HT. D a D O (, DF DESCHAMPSIA fLEXU05A TUFTED HAIRGRA55 184 1 GAL. E 11 Ld DP DENN5TAEDTIA PUNCTILOBA HAY5CENTED FERN 3G I GAL. E a fl D 0 L 29 SS MOIST MEADOW MIX FG FOTHERGILLA GARDENII DWARF FOTHERGILLA 2 3 GAL. D a I D 0 34 CP JE JUNCU5 EFFU5U5 SOFT RU51-1 130 1 GAL. E T1 o E JR JUNIPERU5 CHINENSIS 'KOBU5TA GREEN' ROBU5TA GREEN JUNIPER G G-7' HT. C a 0 E rn r 25 CP MD MICROIOTA DECU55ATA 55ERIAN CARPET CYPRESS 30 3 GAL. D a DOE [] X CD MS MI5CANTHU5 51NE515 'LITTLE KITTEN' LITTLE KITTEN MAIDEN GRASS 158 1 GAL. F a D O a) o PV PANICUM VIKGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 40 1 GAL, E a 11 O w E Q 53 JE 55 SCHIZACHYRIUM SCOPARIUM LITTLE BLUE5TEM I G8 I GAL. E a N i) c) M 77 JE 5H 5POROBOLU5 HELEPOTEP515 PRAIRIE DROP5EED 19 1 GAL. E a 11 0 40 CP w w�w ' NARCISSUS, TULIPA 5PP. BULBS FOR NATURALIZING 100 IBULD5 INSTALL THROUGHOUT BED5 • 34 DF w •� w SEED MIXE5: BY NEW ENGLAND WETLAND PLANTS, INC. OR EQUAL Iv M015T MEADOW: EK0510N CONTROUKE5TOKATION MIX FOR DETENTION BA51N5 AND M015T SITES W w -- ---- - --- ---- - - --- 35 SS SPECIES: Virginia Wild Rye, (Elymus virginicus), Creeping Red Fescue, (FestUca rubra), Little Blue5tem,(5chizachyrium scoparium), Big Bluestein, (Andropogon gerardu), Fox Sedge, (Carex vulpmoidea), Switch Grass, (Panicum virgatum), Rough Bentgrass, (Agrostis scabs), New England Aster, LL • w w w (Aster novae-angliae), Boneset, (Eupatorium perfoliatum), Grass Leaved Goldenrod, (Euthamia graminifolia), Green Bulrush, (5cirpus atrovirens), w w 19 SH Blue Vervain, (Verbena hastata), Soft Rush, (Juncus effusus), Wool Grass, (50irpu5 cyperinus). ffnn + + NOTE: E a 11 E + + + + - DROUGHT TOLERANCE AND/OK NATIVE STATUS BASED ON UNIVERSITY OF MA55ACHUSETT5 EXTENSION SERVICES, LADY EVERGREEN 36 SS BIRD JOHNSON WILDFLOWER SOCIETY, AND MA55ACHU5ETT5 FULL SUN W OFFICE OF COASTAL ZONE MANAGEMENT REFERENCES PARTIAL SHADE CONTRACTORS: SHADE TOLERANT Z IF MAKING SUBSTITUTIONS ON PLANT SELECTIONS, CARE SHALL NATIVE BE TAKEN TO MATCH THE QUALITIES SHOWN IN NOTE SECTION, A5 DROUGHT TOLERANT DESCRIBED ON RIGHT LEED v4 WEc ZONE ID 24"X142"X18"SOCRATES BENCH BY 24 CP LANDSCAPE FORMS 21 DP 24"X24"X 18"SOCRATES BENCH BY LANDSCAPE FORMS ° 5CS 14CP O� ° 17CP �0 21 AN 24"X24"X18"SOCRATES AC BENCH BY LANDSCAPE FORMS 7 CR — 24"X95"X18"SOCRATES BENCH BY 21 AN LANDSCAPE FORMS NOTES WALK OFF GRATE, REFER TO ARCHITECTURALS CO ECO LINE PERMEABLE PAVER BY UNILOCK, 21 AN 1. SCREENED IMAGES SHOW EXISTING CONDITIONS. WHERE 14. ALL MATERIALS SHALL CONFORM TO THE GUIDELINES 2 COLOR BLEND (85%ICE GRAY, 15% FG 24"X95"X18"SOCRATES BENCH BY EXISTING CONDITIONS LIE UNDER OR ARE IMPINGED UPON BY ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE MIDNIGHT SKY) LANDSCAPE FORMS PROPOSED BUILDINGS AND/OR SITE ELEMENTS, THE EXISTING ASSOCIATION. 18 DF 25 CP 7 CR 11 CP CONDITION WILL BE REMOVED, ABANDONED AND/OR CAPPED 3 MD 7 CP OR DEMOLISHED AS REQUIRED. 15. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH 3 MD GRADE AS TO ORIGINAL GRADES BEFORE DIGGING. 15 DP 7 CP 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE FG 3 MD 9 CP SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE: NOT BEEN 16. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. 3 MD INDEPENDENTLY VERIFIED BY THE OWNER OR ITS + + + + + + + + + + + + + + + + + 24"X95"X18"SOCRATES BENCH BY i 15 CP + + + + +- + + + + + + + LANDSCAPE FORMS 10 CP REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE 17. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY + + + + + + 3 CS 7 CP 3 MD 3 MD EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD :o 7 CR STONE BASIN 22 CP 26 CP COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE CHIPS THICKER THAN 1/4 INCH. ° ° C 12 MD FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY FOOTPRINT w 2 JR THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND 18. PLANTING SOIL MIX SHALL BE COMPRISED OF LOAM POWER PRESERVE ALL UNDERGROUND UTILITIES. THOROUGHLY INCORPORATED WITH ROTTED MANURE + 1 _ � PROPORTIONED 5 C.Y. TO 1 C.Y. OR EQUIVALENT. FERTILIZER + + + + + + + + + + + - + ADMINISTRATIOI + +- - + + + + + + + + + + + + + + + + 3. EXISTING CONDITIONS INFORMATION IS REPRODUCED FROM SHALL BE ADDED PER RATES RECOMMENDED IN SOILS ANALYSIS. __._. . . _....4 + + + + + THE FILES COMPILED BY THE PROJECT ARCHITECT AND CIVIL BUILDING __ __ __ ENGINEER. 19. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT - " _. ON O FULL YEAR FROM DATE OF + + + � - + __ MATERIALS FOR E 1 - + , 4. CONTRACTOR(S) SHALL THOROUGHLY FAMILIARIZE THEMSELVES ACCEPTANCE. Salem, MA 01970 � . WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS, — + — CONSERVATION COMMISSION NOTICE OF INTENT, AND SITE 20. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE + -- CONDITIONS PRIOR TO BIDDING AND PRIOR TO OWNER'S REPRESENTATIVE, AT THE NURSERY, AND AT THE SITE. JR — , , CONSTRUCTION. 3 DF 22 DF 21. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT 30 SS 29 DF 3 PV JR \ _ \ 5. ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, OTHERWISE DEVELOPED SHALL BE LOAMED WITH A MINIMUM 90 MS 11 MS \ AND SITE CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE DEPTH OF 6" DEPTH TOPSOIL AND SEEDED. 3o CP W 18"TREAD S EAD DONE STEPPING STONE WITH 2PLIT FACE BLUESTONE RISERS, - OWNER'S REPRESENTATIVE FOR CLARIFICATION AND RESOLUTION Project Number: 4020.0000 27 PV \ PRIOR TO BIDDING OR CONSTRUCTION. 22. PLANT SPECIES AS INDICATED IN THE PLANT LIST ARE WASHED STONE IN JOINTS \ SUGGESTIONS ONLY. FINAL SELECTION OF SPECIES SHALL 57 MS MIKADO,TJADO 978 BOLLARD/BIKE RACK \ 6. ALL WORK CONDUCTED WITHIN PUBLIC RIGHT-OF-WAYS SHALL OCCUR AT THE TIME OF PLANT PURCHASE, DEPENDING ON CONSTRUCTION 38 SS BY ID METALCO,TYPICAL (4) CONFORM TO THE REQUIREMENTS AND SPECIFICATIONS OF THE AVAILABILITY. PLANT SIZE AND QUANTITY SHALL NOT CHANGE DOCUMENTS GROUND MOUNTED PER MUNICIPAL HIGHWAY DEPARTMENT AND DEPARTMENT OF WITHOUT APPROVAL OF OWNER'S REPRESENTATIVE. 21 AG MANUFACTURER'S INSTRUCTIONS WITH PUBLIC WORKS STANDARDS. CONCEALED HARDWARE PROVIDED 2 J R , 7. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT, BOTH ON AND OFF THE SITE, THE CONTRACTOR SHALL NOTIFY Date Issued: DIGSAFE AND BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED 04/0712016 AND MARKED. NO. DESCRIPTION DATE 8. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER ---- - -- PLANTING AND WILL CONTINUE UNTIL FINAL WRITTEN ACCEPTANCE OF PLANT MATERIAL. 9. OWNER'S REPRESENTATIVE TO FLAG ALL TREES TO BE TRANSPLANTED PRIOR TO CONSTRUCTION START. 10. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS AND/OR TRANSPLANTS WITH OWNER'S REPRESENTATIVE PRIOR TO - CONSTRUCTION START. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS. 12. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED. LANDSCAPE PLAN 13. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS DRAWING. Ll mO o v N N _O O N M ©2015, Winter Street Architects, Inc. U J 0 � a) S C U � �1 t U N p t U -C N Q i m - �Q V J 4 a WIRE AROUND TREE IN ENCASED REINFORCED HOSE,SECURE WIRE � o U a)ENDS WITH MALLEABLE CABLE CLAMPS � 4 <-e�, <D PROVIDE GALVANIZED TURNBUCKLES; ONE PER WIRE w 3"BARK MULCH IN SAUCER, NOT TO BE REFER TO PLAN FOR PLANT SAUCER, 4"CONTINUOUS, NO SAUCER WHERE TREES OCCUR �T' ^ PILED AGAINST ROOT FLARE OR TRUNK SPACING REQUIREMENTS COVER MULCH NOTE:TREE SHALL BEAR SAME IN BEDS PLANT SAUCER, 4"CONTINUOUS, NO SAUCER C RELATIONSHIP TO FINISHED GRADE AS IT WARNING FLAG 18"ABOVE FINISH GRADE (�� WHERE SHRUBS OCCUR IN BEDS rf1 BORE TO NURSERY OR FIELD GRADE �'- I.IJ TRUNK FLARE SHALL BE VISIBLE ABOVE FINISH GRADE FINISH GRADE SOIL SET ANGLE OF GUYS TO ENTER GROUND AT LIMIT OF _ R I - BRANCH SPREAD -III-III-I rill - CUT AND REMOVE ALL BURLAP FROM ROOT BALL ip0. 3"BARK MULCH IN SAUCER =' CUT AND REMOVE ALL BURLAP AND WIRE BASKETS - _ ROOTBALL III—III—I ROOTBALL III—I I(- KEEP 2"CLEAR OF TRUNK, EXTENT OF TREE PIT _ FROM ROOT BALL =i III _III- 1=1 �� w PLANT SAUCER, 4"CONTINUOUS HEIGHT - I I - III= (- METAL GROUND ANCHORS I - - - 1= _ -" 6"-8"DEPTH.SETTLE WITH THOROUGH WATERING _ SEED OR SOD AS NOTED ON PLANS III-I - PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF 6"-8" �I,�,I�, ,III III-III— -III-III- - 1"-0" :III_Ti I i I =�I=�I= =�I=1 I I 1=1 11=1 11=1 11=1 11=1 I_I=1 11=1 11=1 11=1 11=1 11=1 I I 1=1 11=1 11=1 DEPTH.SETTLE WITH THOROUGH WATERING -III-II I=III=III=III=III=III=111=III=III=III=1 1=III=III=111- _ FINISH GRADE 6" =III-III-III- 11= III=III=III-III=III=III=III=III=III-'11=III=III II-III-III=11 MIN. MI =11I I -III- PLACE ROOT BALL ON UNDISTURBED SOIL. IF SOIL -"'-'�'- '='i'=' '_'1-III- -��1=III=III III=III-III= � °' � 0 I ;III-III-1 -I11=111=1I PLANTING SOIL MIX: 6" a) _� °ti' PLACE ROOT BALL ON UNDISTURBED SOIL. IF HAS BEEN DISTURBED, COMPACT TO MINIMIZE EXISTING I'-"' - `r' `n i 3 X WIDTH OF ROOTBALL SETTLING. 1=i MIN.TOPSOIL WITH SOIL U) I� CUT AND REMOVE BURLAP FROM TOP 1/3 OF SOIL HAS BEEN DISTURBED, PROVIDE SUBGRADE AMENDMENTS AND EXISTING m Int? T A L COMPACTION TO MINIMIZE SETTLING. rn o s I= I ROOTBALL CUT AND REMOVE WIRE BASKETS NOTES: SOIL, PREPARED TO Qr rn ti ` ENTIRELY NOTE: HOMOGENOUS MIXTURE w < -I I l=1 I El I I-1 I=III=i -III -III= I III=III- PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF I.SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO NURSERY OR RIPPED OR SCARIFIED C) rn =111I-I 1 III 6"-8"DEPTH.SETTLE WITH THOROUGH WATERING 1. TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD FIELD GRADE SUBGRADE,SLOPE PLACE BALL ON SUBGRADE GRADE WITH FINISHED GRADE 3 X WIDTH OF ROOTBALL 2. INSTALL THREE GUYS PER TREE; EQUALLY SPACED AROUND BALL.ATTACH GUYS AT 2/3 HEIGHT 2.WHERE SHRUBS OCCUR IN GROUPINGS IN PLANT BEDS, PROVIDE 2-FOOT DEEP CONTINUOUS LOAM BED. OF TREE; USE DOUBLE STRAND GALVANIZED STEEL WIRE w TYPICAL DECIDUOUS TREE PLANTING TYPICAL EVERGREEN TREE PLANTING TYPICAL SHRUB PLANTING TYPICAL GROUNDCOVER PLANTING 1 2 3 4 w 0! z SURFACE WATER FLOW SURFACE WATER FLOW UNILOCK PERMEABLE PAVERS UNILOCK PERMEABLE PAVERS PERMEABLE JOINT OPENING PERMEABLE JOINT OPENING AGGREGATE: OPEN-GRADED, AGGREGATE: OPEN-GRADED, CRUSHED,ANGULAR STONE;ASTM CRUSHED, ANGULAR STONE; NO.8 OR 1/8 TO 3/16 INCH GRANITE ASTM NO. 8 OR 1/8 TO 3/16 BIKE BOLLARD ANCHOR CHIP (2-5 MM) INCH GRANITE CHIP (2-5 MM) PROVIDED BY MANUFACTURER SOCRATES BENCH IN BLACK COLOR BY ° ° ° °° ° ° °° ° LANDSCAPE FORMS,VARYING LIENGTHS o 1-1/2"PERMEABLE SETTING BED 1-1/2"PERMEABLE SETTING BED 0 0 0 Q ° . ° AGGREGATE:OPEN-GRADED, 0 o° o° .o o °moo o °o o0 o o 6 U 0 0� O 0 0 0 0 0 0 0 0 o AGGREGATE: OPEN-GRADED, ADJACENT PAVEMENT, 8"CONCRETE PAVEMENT REINFORCED PAD WITH �0� 0 0 ) O 0 O 0 0 O CRUSHED, ANGULAR STONE;ASTM � 0 O� O O O 011 o O OOOO �� O CRUSHED, ANGULAR STONE; REFER TO PLANS 100%VIRGIN POLYPROPYLENE FIBRILLATED 0 0 �� o 00°� 0 0 0 0 00 ° o O 0 NO. 0 (� D000 ° 0 0 ° 0 ASTM NO. 0 0 oDo� �o �O��o 0°0 �Oa� Do �O�o < FIBERS. (1.5 LBS. FIBERS PER 1 CU. YARD) 0 0 O 0 p O D a Q O O O O " ° 6"MIN. PERMEABLE BASE D 0O 6"MIN. PERMEABLE BASE ° ° ° 8"MIN. PERMEABLE SUBBASE AGGREGATE: p AGGREGATE: L/ z a� OPEN-GRADED, CRUSHED,ANGULAR STONE; OPEN-GRADED, CRUSHED, 0 �, o 0 p AGGREGATE: OPEN-GRADED, n ASTM NO.2 /ro o O TQ ANGULAR ASTM NO.57 a CRUSHED, ANGULAR ASTM NO. oo Oa0 a o o a ° ° 3500 PSI CONCRETE 57 a a a �a a a FOOTING 00 00 00 0 0 000 o 00o g10 a o0 0 — 8 MIN. PERMEABLE SUBBASE O a ° PERMEABLE PAVERS 0� = AGGREGATE: OPEN-GRADED, Q O O D O O 16"MIN. PERMEABLE SUBBASE CRUSHED, ANGULAR STONE; AGGREGATE. OPEN-GRADED, - o ao ` � �o a a ' 0 ASTM NO.2 Q �� 7 D CRUSHED, ANGULAR STONE; GEOTEXTILE FABRIC; REFER _ _ _ _ I — — r rr rr i- -r r I-III-III-III-III-III-III-III-III-III-III=III-IIIIII-ill,- — — — — — ASTM NO. 2 0 0 a � TO SPECIFICATIONS I' =1II=1I'ElII=III=1II-III=1I1=III-1I1=1I1=1I1=1I1 1I1=iI — — — 3"INFILTRATION MATERIAL MIX: III-III-III-III-III I — _ ► _ I I= I = _ — _ — =1I1=1I1=1I1=1I I-I SCARIFY SUBGRADE SURFACE; SUBGRADE MATERIAL: MIN. _ =1I1=1I I-III i- -III SPREAD SAND,TILL AND COMPACT — — — — — — CBR-5% (COMPACT IF LESS AGGREGATE BASE 1I1=1I1 — — — THAN 5%) SLOPE TO DRAIN _ _ _ -III—III=III=III=III=III=III=1 COURSE III _ I _ —_ — —I _ III II.II II I I I II II 1 II III COMPACTED SUBGRADE 1- SUBGRADE MATERIAL: I _ - I GEOTEXTILE MATERIAL; INSTALL I I I MIN. CBR-5% (COMPACT IF LESS - -i i- AS DIRECTED BY A FOOTP RI N1 THAN 5%) SLOPE TO DRAIN PROFESSIONAL ENGINEER NOTE: CONTRACTOR SHALL VERIFY INSTALLATION INSTRUCTIONS WITH MANUFACTURER PRIOR TO POWER GEOTEXTILE MATERIAL;INSTALL AS INSTALLATION OF FOOTINGS AND PAVEMENTS DIRECTED BY A PROFESSIONAL ADM I N ISTRAT ENGINEER PVC UNDERDRAIN PIPE; INSTALL IF BUILDING INFILTRATION IS LESS THAN 0.5 IN./HR.;WRAP WITH GEOTEXTILE Salem, MA 01970 SOCRATES SLAB BENCH BY LANDSCAPEFORMS TYPICAL PERMEABLE PAVER INSTALLATION 7 VEHICULAR PERMEABLE PAVER INSTALLATION BICYCLE RACK FOOTING 5 6 8 Project Numb 4103.001 CONSTRUCTION DOCUMENTS Date Issued: 04/07/2016 NO. DESCRIPTION DATE LANDSCAPE DETAILS 1r L2mO N N_ (D O N t2 �' ©2015,Winter Street Architects, Inc. GENERAL CONSTRUCTION NOTES 0.ALL FLOOR CORING LOCATIONS ARE NOTED ON THE POWER AND SIGNAL PLANS.COORDINATE EXACT LOCATIONS WITH FURNITURE VENDOR, 1.REFER TO SHEET A10.0 FOR INTERIOR PARTITION SCHEDULE 2,NOT USED 3.NOT USED 4.REFER TO SHEET A10.1 FOR DOOR,FRAME AND HARDWARE SCHEDULES 1 2 3 4 5 6 7 5.SEE HVAC,PLUMBING AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS PENETRATING THROUGH r n OR LOCATED ON THE WALLS OR FLOOR SLABS. PROVIDE CAULKING IN ANY ACCEPTABLE INDUSTRY METHOD TO MAKE THE PENETRATION COMPATIBLE WITH THE REQUIRED FIRE RATING, L 6.ALL NEW SWITCH PLATES AND RECEPTACLES TO BE THE COLOR SPECIFIED ON THE POWER AND SIGNAL L3 I I PLAN. tsl 7.DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS GOVERN.ALL PARTITION LOCATIONS SHALL BE AS A B C SHOWN ON PARTITION PLAN.IN CASE OF CONFLICT NOTIFY ARCHITECT.PARTITION PLAN BY ARCHITECT A4.0 A4.0 A4.0 TAKES PRECEDENCE OVER ALL OTHER PLANS. I I A3.0 I I I 8.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. v 6 GC TO EXTEND CONCRETE "-' p � N Sim WALL TO BEYOND COLUMN 9.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM U X Q A5.1 7 6 A5.1 BOARD UNLESS OTHERWISE NOTED. LINE A.DASHED PORTION OF � p � � "= A7.0 CONCRETE WALL N.I.C. (nn cC 10.ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR W N E Q I 3' 10" 3'-10" 3' 10" EQ EQ EQ EQ El El EQ I EQ EQ EQ EQ EQ THICKNESSES OF ALL WALL FINISHES,U.O.N.DIMENSIONS NOTED"CLEAR"(CLR)OR"HOLD"MUST BE M '= a0 w ° ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN±118"WITHOUT WRITTEN INSTRUCTION N FROM ARCHITECT. -" 11.DIMENSIONS MARKED±MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION,U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. - - - - - - - - - - - - - _ - - - n SECURE ARCHITECTS APPROVAL. w INSULATED METAL OPERABLE AWNING TYPE S2 4 /`1 12.ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OF SILL,U,O.N. PANEL-SEE DETAIL WINDOW ONE PER OFFICE 13.NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)OF NEW S2 I I I,a CONSTRUCTION.UPON COMPLETION OF PARTITION CONSTRUCTION,NOTIFY THE ARCHITECT. M a 5 14.ALL EXPOSED GYPSUM BOARD EDGES TO HAVE ZINC CORNER BEADS, A5.1 OFFICE OFFICE �% OFFICE Al OFFICE A5.1 OFFICE 115 116 117 118 -- ALIGNMENT.ORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE,AND IN PROPER 114 I 16.REFER TO REFLECTED CEILING PLANS FOR SOFFITS,CEILING HEIGHTS AND PLENUM BARRIER A3.0 8 M S S S D LOCATIONS. S1 s A4.1 115 116 117 17.REFER TO ELECTRICAL POWER&SIGNAL PLANS FOR LOCATIONS OF SWITCHES AND OUTLETS. 18.ALL NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE A5.2 S1 I WITH THE APPLICABLE BUILDING AND FIRE CODES. z t D CIRCULATION 1'-8° 2'-5" A10.1! 119 s I 19.TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR,AS APPLICABLE,BY 114"INCH GC TO EXTEND CONCRETE 3'_0" $ 0 1 10 MAXIMUM UNLESS OTHERWISE NOTED.VERIFY SLAB CONDITIONS.TRIM EACH DOOR TO FIT CONDITION. ALIGN WALLS 3 3 t 18 WALL TO 3'0"BEYOND COLUMN E E RAIN LEADER WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTTOM STILE LINE 1.DASHED PORTION OF I S2 CONTINUING WALL N.I,C. SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. O RAIN - 0 - - - - - - - 0 ° MARKS SHALL NOT BE VISIBLE.CLEAN AND POL20.ALL GLASS SHALL BE CLEAR LIISH ALLLASS PRIOR TO PROJECT SAFETY GLASS,UNLESS I DELIVERY.GLAZING TONG LEADER - - - PROVIDEJ-BOXFOR " N MONITOR HOOKUP. RAIN LEADER I I 3'-4" 6'-8" __ 21.DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB,U.O.N. IF NOT DIMENSIONED, MONITOR N.I.C. 2 DOORS TO BE CENTERED OR 4"FROM FINISHED WALL. ATO COPIER/STORAGE P -- 22."ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. : PLOTTERICOPIER 113 LOCATION,NIC A9.0 4 23,ALL MILLWORK TO BE FASTENED TO THE PARTITION.PROVIDE BLOCKING FOR ALL MILLWORK NOT 1 BIN 113 L SUPPORTED BY SLABS OR ABOVE 4'-0"HT.ALL CONCEALED LUMBER&BLOCKING TO BE FIRE TREATED. RECYCLING AREA 9 ! _'I_I 24.ALL DOORS SHALL HAVE 1'-6"CLR.ON STRIKE/PULL SIDE OF DOOR. --- o VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. E a 25.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR:GLAZING,MILLWORK,DOOR/FRAMESIHARDWARE, 6 A4'1 ALUMINUM,FRAMING FOR GLAZING,CARPET SEAMING,CEILING SYSTEM ITEMS,PAINTING ITEMS,LIGHTING --- - I 3 I SEE �o L I - FIXTURES,ITEMS AS REQUIRED BY SPECIFICATIONS _. A5.0 A3.0 LANDSCAPE RECEPTION o _ _ <• S2 3 5 PLANS 26.PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED T0:GRAB BARS, 0 4' 8 B I F 101 SHELVING,OVERHEAD CABINETS,SIGNAGE,TOILET ROOMS ACCESSORIES,AND WALL MOUNTED ' 4 EQUIPMENT. A5.2 11112 .__ F 7 D 1 N O L 27.ENSURE THE INTEGRITY OF THE FIRE RATING AT ALL PENETRATIONS OF THE RATED CORE WALLS IS I I , NOT AFFECTED OR INTERRUPTED WALK OFF GRILLE III $ A9.0 KITCHEN I A9.0 MONITOR HOOK-UP. A7 0 ENTRANCE DOOR AT FOOTPRINT POWER ___ __ 28.REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN -- a MONITOR N.I.C. i DRYWALLIMILLWORK CONDITIONS. _I< ARIAN RECYCLING I FOYER f I I o .°i. 29.PROTECT EXISTING DOORS,FRAMES,AND PARTITIONS TO REMAIN DURING CONSTRUCTION. ADMINISTRATION ` CIRCULATION t o tot 100 2 3' oao lI 2 OL -- ' BUILDING 2'-6" 3'-6" 7-4" EQ EQ " - I!' A5.0 ° 30.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER 16 SQUARE INCHES ARE TO WATER d .,. BE WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL ENCLOSURE TO MAINTAIN THE WALL RATING. � COOLER � Al � i -- 109 0 G 31.ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4"FROM THE d _a104 102 ! _ _ _ FACE OF THE WALL AT A HEIGHT OF 6'8"A.F.F,U.O.N. _�_ _� . - - - M - - - 24 FORT AVE. - _ - SALEM, MA 01970 - - - � - - - '� - _ - - =- C - - - - - - - - - c WOMEN'S 2 - - - - - - - - - - - - - - - - O6 05 107 / 1T.3' CARD READER Al -- 4 110 111 JAN 3 A9.0 107 Project Number: 4103.000 ELECTRIC 111 I REF R TO RCLED MP FOR SCHEDULE L 10 EQ EQ S2 CONSTRUCTION B E o Al - I r DOCUMENTS o - - CIRCULATION CONFERENCE UO/toaB E 3-� 104 102 3, 9" q PROVIDE J-BOX FOR DASHED LINE DENOTES Date Issued: ' J 5 p4 MONITOR HOOK-UP. GABION WALL,N.I.C. 106 81I2" MONITOR N.I.C, - - _ - - - - - 04/04/2016 - - - - - - - -3'-117/8" D i 4 A9.0 I 1 MEWS - - 1 5 5 5" BOLLARD LIGHTING -REFER TO RCP I, 1 FOR SCHEDULE.8(EIGHT)BOLLARDS NO. DESCRIPTION DATE :44 \\ 6 ,'i 106 10 \ I A5.0 TO BE INSET FROM EDGE OF RAMP 1'- M 4M i A9.0 0"AND SPACED 9'-5"D.C.ONE ADDITIONAL BOLLARD TO BE SET ON OA3.0 B SHOWER i OPPOSITE SIDE OF HC DROP OFF. 2 01 11 105 F 108A 5'-0" 3-7 - I _ o TAPER AT CONCRETE WALL. - MECHANICAL STORAGE TAPERED SURFACE ONLY TO BE 108 I 1 33 E D SMOOTH FINISHED CONCRETE LLP I 41 L �O L�O Oo-L 3'-2114" - I 4' 0" _ _ S2 --- 5 C.I.P.VISUALACOUSTICMITIGATION CONSTRUCTION 6'-4" •IYR TO FACE OF STUD A7.0 WALL WITH BOARD FORMED PATTERN ON ALL SIDES EXPOSED TO WEATHER /� (EXCEPT FOR TAPER,AS NOTED) PLAN LED WALLGRAZE UPLIGHTS REFER TO RCP FOR SCHEDULE 13 4" 7 8" 11 12 13 i- A5.2 A5.2 A5.2 N 1 01 OFFICE LEVEL CONSTRUCTION PLAN Alml (° A1.1 1/4" = 1'-0" 0 N © 2016 Winter Street Architects, Inc. ROOF LEGEND DENOTES TOP OF ROOF EDGE I ELEVATION HEIGHT EF APPROX.LOCATION OF EXHAUST FAN-SEE MECH.DWG'S. OSOLAR LIGHT TUBES ROOF DRAIN r n NOTES: VERIFY PITCH OF EXISTING ROOF STRUCTURE,NOTIFY ARCHITECT IF SLOPE IS LESS THAN 118,PER FOOT. C] 1 2 3 4 5 6 7 COORDINATE ALL PENETRATIONS WITH MECHANICAL,ELECTRICAL,PLUMBING AND ALL OTHER TRADES. W ALL DETAILS SHOWN ARE BASED ON FIRESTONE BUILDING PRODUCT"ULTRA TPO MEMBRANE"SYSTEM.PLEASE REFER TO MANUFACTURERS GUIDELINES FOR COMPLETE INSTALLATION CRITERIA. p E \ A A3.0 B C = ai rn O \ A5.1 A4.0 A4.0 6 ROOF DRAIN SIZE AND NUMBER OF DRAINS SHALL BE IN ACCORDANCE WITH LOCAL CODES I SEE PLUMBING C` v �\ A4.0 A5.1 DRAWINGS. U 7 j cf)( \� ---- _ '^ _ REFER TO SECTIONS AND DETAILS FOR MORE INFORMATION. o — REFER ALSO TO MECHANICAL PLANS FOR ADDITIONAL ROOF PENETRATIONS. B j � �` L 32'-2 3/4" I Q o 31'-3" N (A Cf) \FT ROOF TYPES � W INSULATED ROOFING SYSTEM SHALL INCLUDE FULLY ADHERED"WHITE"THERMOPLASTIC MEMBRANE ROOFING W iy iv SYSTEM;112"DENSDECK RECOVERY BOARD OVER 10"OF NEW POLYISOCYANURATE INSULATION. S B A5.1 A5.1 UNINSULATED ROOFING SYSTEM-SHALL INCLUDE FULLY ADHERED"GREY"THERMOPLASTIC MEMBRANE in ROOFING SYSTEM ON 314' PLYWOOD SHEATHING MECHANICALLY FASTENED TO GALVANIZED STRUCTURAL FRAME. O 8 -TI A4.1 W A5.2 UL I 19L___ - IEL�nl DRAIN IE, SCUPPER _ ` _ o01/8"/12" I 1/8"/12" o DRAIN O � 1/8"/12" - - -1/8"/12" - - - - - B DRAIN\ T-2- � Jll31' 4" FV i 6 E A4.1 0 3 3 A3.0 5 10 A5.0 A5.2 i 4 FOOTPRINT POWER ^2 ADMINISTRATION A5.0 BUILDING Lt:> Ll�IFr 24 FORT AVE. SALEM, MA 01970 — - - - — — — — — — — — — — — - Project Number: 4103.000 — — — — — — I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - r2" o _ _ _ _ _ _ _ _ _ - CONSTRUCTION i DOCUMENTS Ell — — — — — — Date Issued: - - - — — — — — — — — — — — — — - — 04/04/2016 WA D OTER STANDING SEAM - - --- - - - - --_ - -- ---- - - - - - NO. DESCRIPTION DATE 1 A5.0 i ROOF TYPE - B LLL H E 3/4"/12" F - - Sim I A4.1 fV CV 4 � I � t — — — — — — -- -- --- -- --- - -— - — ` 4< f - d G ,- - - a - - G - ., G -I a d- - - , - -, - •. _ 4.•a �a. � e - - - � - -^ G a•,. - - �' � - ., _ - - ., O O O O O O O \, GALVANIZED WATER CHAIN 11 12 13 TO PLANTED AREA BELOW ROOF PLAN A5.2 A5.2 A5.2 a A 02 ROOF M A1.2 1/4" = 1'-0" Al ■ 2 N CD ©2016 Winter Street Architects, Inc. FINISH LEGEND GENERAL FINISH NOTES SYMBOL DESCRIPTION 1,ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. FLOOR MANUF:INTERFACE 2.ALL DRYWALL CEILINGS,SOFFITS AND FASCIAS SHALL BE PAINTED CEILING WHITE,UNLESS NOTED CPT STYLE:SUPER FLOR 609162 OTHERWISE.FOR LOCATIONS REFER TO CEILING PLAN. 1 COLOR:PRIMAVERA 3,LEVEL AND PREP FLOOR IN ACCORDANCE WITH FINISH FLOORING MANUFACTURER'S REQUIREMENTS. INSTALLATION:STRAIGHT PATTERN INSTALL;USE GLASBAC RE BACKING AND INSTALL USING TACTILES IN LIEU OF GLUE 4.CONTRACTOR SHALL INSPECT&APPROVE ALL SUB-SURFACE PRIOR TO INSTALLATION OF FINISHES. CPT MANUF:INTERFACE STRICTLY COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS&RECOMMENDATIONS FOR BOTH 2 STYLE:SUPER FLOR 609008 PREPARATION OF SURFACES AND INSTALLATION OF FINISHES,ALL SUB-SURFACE SHALL BE PROPERLY COLOR:GRAY REPAIRED TO RECEIVE INTENDED&SPECIFIED FINISHES. SUB-SURFACES TO RECEIVE NEW FINISHES INCLUDE, INSTALLATION:STRAIGHT PATTERN INSTALL;USE GLASBAC RE BACKING AND INSTALL USING TACTILES IN LIEU OF GLUE BUT ARE NOT LIMITED TO: NEW MANUF:INTERFACE COLUMNS SUM WALL BOARD CPT STYLE:EM552 NEW MASONRY WALLS COLOR:104566 COBBLESTONE AVE CEILINGS U INSTALLATION:ASHLAR PATTERN INSTALL;USE GLASBAC RE BACKING AND INSTALL USING TACTILES IN LIEU OF GLUE CONDUIT MANUF:INTERFACE DOOR FRAMES WINDOW FRAMES (_ CPT STYLE:HN820 (- 4 COLOR:104230 NICKEL 5.PROVIDE ALL REQUIRED TRANSITION STRIPS BETWEEN NEW FLOORING MATERIALS,AND AT ALL CARPET I INSTALLATION;HERRINGBONE PATTERN INSTALL;USE GLASBAC RE BACKING AND INSTALL USING TACTILES IN LIEU OF GLUE TILE I RESILIENT FLOORING TRANSITION POINTS,IN COLOR AS SELECTED BY ARCHITECT. rn MANUF:INTERFACE 6,WHERE FLOORING MATERIAL CHANGES AT DOOR OPENINGS,TRANSITION SHALL OCCUR UNDER DOOR IN '1 o CPT STYLE:HN840 CLOSED POSITION. Ll x < a) COLOR:104222 NICKEL U) o INSTALLATION:HERRINGBONE PATTERN INSTALL;USE GLASBAC RE BACKING AND INSTALL USING TACTILES IN LIEU OF GLUE 7,ALL WALLS SHALL BE EGGSHELL FINISH UNLESS OTHERWISE NOTED. Ll. n LLJ � t� Q MANUF:DALTILE 8,WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING,INCLUDING PILASTERS,FASCIAS,JAMBS, Q p M n BUCKS,REVEALS,RETURNS AND ALL VERTICAL SURFACES NOT INCLUDED IN THE CEILING, TILE STYLE:ESTAVILLA-GLAZEDPORCELAIN N U) W 1 COLOR:GARDEN WHITE 2X4 MOSAIC EV97 INSTALLATION:ASHLAR 9.PAINT FOR CEILINGS SHALL INCLUDE THE GENERAL SURFACE OF THE CEILING,BREAKS,DRAPERY POCKETS,ETC. FC CONCRETE w COLOR:NATURAL 10.ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED,SPACKLED,SANDED,ETC.TO PROVIDE A 1 INSTALLATION: SMOOTH FINISH AND SURFACE. REMOVE EXISTING WALLCOVERING AS REQUIRED TO PREPARE WALLS. w BASE 11.ALL HARDWARE AND DEVICE COVERS SHALL BE REMOVED PRIOR TO PAINTING AND SHALL BE REINSTALLED AFTER COMPLETION OF WORK. B MANUF:JOHNSONITE RUBBER BASE-4"HIGH X 118"THICK 12.ALL PERIPHERAL ENCLOSURES,WOOD SHELVING AND PAINTED DOORS SHALL HAVE SEMI-GLOSS FINISH. 1 STYLE:STRAIGHT BASE FOR CARPETED FLOORS ALL BUCKS,WINDOW ENCLOSURES,TRIM AND WOOD SHELVING SHALL BE PAINTED THE SAME COLOR AS THE COLOR:TBD WALLS IN WHICH THEY OCCUR UNLESS OTHERWISE NOTED AND SHALL BE IN SEMI-GLOSS FINISH,EXCLUDING EXTERIOR CURTAIN WALLS. In Q 4"1 MANUF:JOHNSONITE RUBBER BASE-4"HIGH X 118'THICK P P P P B CPT P B CPT P P P B CPT P B 13.ALL WALL AND COLUMN SURFACES SHALL BE SANDED,FINISHED AND PAINTED AS SPECIFIED, STYLE:COVE BASE FOR CONCRETE FLOORS=T7/-/77/ 3 1 4 2 1 4 2 3 1 4 2 2 COLOR:TBD14.THE CONTRACTORS SHALL,UPON COMPLETION,REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, '' LSPLASHED OR SPLATTERED ON SURFACES,INCLUDING LIGHT FIXTURES,DIFFUSERS AND REGISTERS,SLAB CPTn"'yw w FITTINGS,ETC. I CpT � CPT I B MANUF:DALTILE 3X10 BULLNOSE WALL BASE TO MATCH TILE FLOOR 5 I ,. 3 STYLE:ESTA VILLA S 4310 15.THE CONTRACTOR SHALL USE ALKYD BASE PAINT IN COLORS SELECTED BY WINTER STREET ARCHITECTS. r - ;✓ COLOR:TBD HE SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE 1 PRIME COAT AND ONE 1 FINISH COAT OF \,," CPT / r -i- ( ) () P PAINT IN COLOR SELECTED BY WINTER STREET ARCHITECTS UNLESS ANOTHER COAT IS REQUIRED FOR WALL COVERAGE OF COLOR". 3 ... . B CPT P I p MANUF:BENJAMIN MOORE 16, NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE B CPT P OFFICE OFFICE r OFFICE V. w COLOR:WHITE ACTUAL COLOR SPEC TBD QUALITY OR APPEARANCE OF SUCH WORK,ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY 1 4 2 � 1 4 2 115 � � b CPT FINISH:GLOSS ARCHITECT WILL BE REJECTED. � � 4;. BY THE A C 17.ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT,U.O.N, p MANUF:BENJAMIN MOORE OFFICE 2 COLOR: LIGHT GLOSS SHALL -ACTUAL COLOR SPEC TBD 18.ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH AND PREPARED TO RECEIVE THE SPECIFIED FINISH.PAINT GRADE 114 B I FC 11 P WOODWORK SHALL BE HAND SANDPAPERED BETWEEN COATS AND DUSTED CLEAN.ALL HOLES,PITCH 2 1 1 POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND SHELLACKED,OR SEALED WITH KNOT SEALER.NAIL p MANUF:BENJAMIN MOORE HOLES,CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT,WITH PUTTY MATCHING COLOR OF / COLOFINISH:YELLOW-GREEN;ACTUAL COLOR SPEC TBD STAIN OR PAINT FINISH.REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 19.INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION MANUF:BENJAMIN MOORE OF THE FIRST COAT,IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. COLOR:GREY GREEN;ACTUAL COLOR SPEC TBD20.UPON COMPLETION OREMOVE CES ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON 4 FINISH:GLOSS EXPOS ADJACENT SURFA COPIER/STORAGE 21.ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. 113 1 B CPT P - p MANUF:BENJAMIN MOORE 1 3 4 COLOR:LIME GREEN;ACTUAL COLOR SPEC TBD 22.EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK INCLUDING WOOD FLOORING AND FINISH:GLOSS MILLWORK INSTALLATION AND PROCEED WITH"TOUCH-UP" AS REQUIRED. B CPT P MANUF:DALTILE-12X24 WALL TILE 23.PROVIDE ARCHITECT WITH A MINIMUM OF(3)12"X 12"BRUSH-OUTS OF EACH COLOR&FINISH FOR 1 1 1 T STYLE:FABRIQUE COLOR BODY PORCELAIN ARCHITECTS APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION.ON-SITE APPLICATION WILL BE 1 COLOR:GRIS LINEN P690 REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL.ARCHITECT RESERVES THE RIGHT TO ADJUST ANY FOOTPRINT POWER INSTALLATION:BRICK PATTERN COLORIFINISH ONCE THE WALL TEST HAS BEEN MADE. MANUF:DALTILE-12X24 WALL TILE 24.UNDERSIDE OF SOFFITS(WHERE THEY OCCUR)TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL ADMINISTRATION WT STYLE:FABRIQUE COLOR BODY PORCELAIN FINISH,U.O.N. p - 22 COLOR:BLANC LINEN P685 5 FOYER INSTALLATION:BRICK PATTERN 25.ELECTRICAL SWITCH AND OUTLET COVER PLATES,SURFACE HARDWARE, ETC.SHALL BE INSTALLED BUILDING 100 AFTER PAINTING AND/OR APPLICATION OF NO CONTROLS TO BE PLACED MORE THAN 48"AF.F. KITCHEN 112 KITCHEN: LAMINATE CABINETS:NEVAMAR DRY CREEK PLUM TREE I WZ6001 26.WALL COVERINGS&CARPET SPECIFIED. PRIOR TO SITE APPLICATION,PROVIDE ARCHITECT WITH 8"X 10" F CPT SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALL COVERINGS FOR ARCHITECTS 24 FORT AVE. B FC P COUNTERTOP:ICESTONE RECYCLED GLASS;COLOR-ALPINE WHITE APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 2 1 1 2 SALEM MA 01970 Q' FIXTURE:KITCHEN FAUCET:TBD 27.CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND B FC P I I "g fi it y' OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE.ALL DELIVERY TIMES MUST BE 2 j, DRAPERY FABRIC:CARNEGIE STYLE&COLOR TBD TO BE FULLY LINED CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION Project Number: 4103.000 " = " " " 'a IMMEDIATELY TO ALLOW FOR RE-SPECIFICATION IF NECESSARY. 10' 10' 10" 10 10 11 10 10 10" - 10" -4112 r I t J 28.ALL AREAS,EXCEPT AS SPECIFICALLY NOTED,SHALL RECEIVE CARPET. 4117' 411T' 29.ALL PARTITIONS AND MILLWORK TO RECEIVE COVE RESILIENT BASE,U.O.N. CONSTRUCTION 4 1121' _ _ 30.SEE FINISH PLAN,ELEVATIONS AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. DOCUMENTS CIRCULATION WT WT TILE B CPT P ELECTRIC 109 0 31.STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED JAN B `� 1 1 1 FROM ANY REASONABLE ANGLE. 110 111 1 P a 2 Date Issued: 2 3 FC 32.ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR,WHERE OCCURS,U.O.N. 1 4'-6' 4'-6" 04/04/2016 B FC WOMEN S p P 107 1 MELAMINE TO INTERIOR OF CABINETRY WITH DOORS AND33.ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE DRAWERS,U.O.N ALL EXPOSED SURFACES,U.O.N. APPLY WHITE NO. DESCRIPTION DATE 34.SUBMIT CARPET SEAMING PLAN TO ARCHITECT PRIOR TO ORDERING AND AT LEAST(4)WEEKS PRIOR TO CIRCULATION CONFERENCE INSTALLATION FOR ARCHITECTS REVIEW ANDAPPROVAL. 104 102 35.COORDINATE WINDOW COVERING,CONTROL LOCATION AND INSTALLATION OF SAME WITH ARCHITECT. WT CPT 1 P 3 WT TILE I CPT B 2 1 1 1 MECHANICAL MEN'S P Br, P 108 06 2 3 2 allWT TILE 1 1 SHOWER P BX. CPT F1051 3 2 3 B FC B 2 1 in 1 FINISH P ALLOCATION 2 0 CV • PLAN G r r 1 FINISH ALLOCATION PLAN ■ CID A2.D 1/4" = 1'-0" 0 N ©2016 Winter Street Architects, Inc. LIGHTING FIXTURE SCHEDULE KEYNOTES - RCP TYPE MARK MANUFACTURER MODEL LAMP TYPE COMMENTS CR1 EXPOSED DECK-TYPICAL IF NOT OTHERWISE NOTED.PAINT DECK,ALL HVAC DUCTWORK,CONDUITS AND SPRINKLER SYSTEM WHITE. CR3 MANUAL WINDOW SHADES(MECHOSHADE OR SIM.) A PATHWAY C73PLBV-20-35K-W-FINISH 22.8W 35K LED PENDANT DOWNLIGHT IN CORRIDOR B SOLATUBE INTERNATIONAL 160SL SMART LED LED SOLAR LIGHT TUBE WITH INTEGRATED LED C XAL N640-745-74C-048-7270-D-70 55W 35K LED DIRECTIINDIRECT SUSPENDED LED,LINEAR FIXTURE,4' D PRESCOLITE D2LED•VOLT-2D9LED-12L-35K-8-WFL45-MFGWT-D2FRM 22W 35K LED 2"LED DOWNLIGHT @ ENTRANCE CANOPY E COLUMBIA LIGHTING LPT4-35ML-EDU 53W 35K LED SURFACE MOUNTED F COLUMBIA LIGHTING LPT4-35ML-EDU 53W 35K LED PENDANT G LUCE PLAN ID71OPOL0002-1D7114DLO502 39W30KLED SUSPENSION REFLECTED CEILING LEGEND [•f] H AFX ALV25052000L30SND2 20W 30K LED WALL MOUNT VANITY-25114"L-CEMTER OVER VANITY J KONCEPT UCX-9I-WW-SIL 8WIFT 35K LED UNDER CABINET LIGHT e e ea e e LIMIT OF WORK K1 LUMIUM MG2-LED-CS-RDI-35K(L)-XFT-U-SD-SGMF-MA-SW-52-W-4'-WF-CF 14WIFT 35K LED CABLE SUSPENDED-UPIDOWN-RUN LENGTHS AND DIMENSIONS PER CONTRACTOR TAKE-OFFS U K2 LUMIUM MG2-LED-CS-RD-35K(L)-XFT-U-SD-SCMF-MA-SW-52-W-4'-WF-CF 7WIFT 35K LED CABLE SUSPENDED-DOWN,WALL WASH-RUN LENGTHS AND DIMENSIONS PER CONTRACTOR TAKE-OFFS L DELTA LIGHT LOGIC R1 A#6 213 4812125 6 21319 09 8W 30K LED WALL GRAZING UPLIGHTS CR1 KEYNOTE M DELTALIGHT BOTANIC-24" 2W 30K LED LOW PATHWAY LIGHTING AT RAMP N1 MODERN FORMS WS-W9102-FINISH 29W 30K LED EXTERIOR RATED-DOWN ONLY WALL MOUNTED CEILING TYPE N2 MODERN FORMS WS-W9102-FINISH-DOWN ONLY MOD 16,5W 30K LED EXTERIOR RATED-UP/DOWN WALL MOUNTED TO LIGHT UNDERSIDE OF CANOPY CEILING TYPE A o� a P ZUMTOBEL BR4DLED2-N-22W-835-W5-DX-BR4DLED2-N-W5-MT-W-SL 22W 35K LED 4"RECESSED ROUND DOWNLIGHT 1'0" A.F.F. CEILING HEIGHT ABOVE FINISH FLOOR o_ M U _ - - - - - - PAINTED GWB CEILING,USE TYPE X IN BATHROOM AND WET AREAS- X Q � .. C REFER TO DETAILS N CD 2E o to cM ti WALL MOUNTED EXIT SIGN. REFER TO ELECTRICAL DRAWINGS. o t 0 N Cf7 (n d) ® CEILING MOUNTED SINGLE FACE EXIT SIGN,REFER TO ELECTRICAL DRAWING 1 2 3 4 5 6 7 � CEILING MOUNTED SINGLE FACE EXIT SIGN WITH DIRECTIONAL ARROW. ® REFER TO ELECTRICAL DRAWINGS, W -' W 3" CEILING MOUNTED DOUBLE FACE EXIT SIGN WITH DIRECTIONAL ARROW. REFER TO ELECTRICAL DRAWINGS. - CEILING MOUNTED RECESSED PROJECTION SCREEN K1 K1 K1 K1 K1 I P CEILING MOUNTED PROJECTOR CR3 CR3 CR3 CR3 CR3 CR3 to C C C WALL MOUNTED EMERGENCY LIGHTS711 W NEW SPRINKLER HEAD 7-8" 5'-9" I 5' " I I ! 5 9" I 7 8" I !, COLOR:WHITE TYPE:CONCEALED HEAD I � K1 MOTORIZED I MANUAL ROOM DARKENING SHADES _ MFR:MECHOSHADE i C G5'-9" 5' 9" 5'-9" 5'-9" • • 5-6" o O A O A �h A p A LH�� ► REFLECTED CEILING PLAN NOTES ,A 1.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER 16 SQUARE INCHES ARE TO BE — _ �'-- — — _ _ _ — _ WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL ENCLOSURE TO MAINTAIN THE WALL RATING, IL O 2,THERE ARE TO BE SMOKE DETECTORS IN ALL KITCHENS,HALLWAYS AND COMMON SPACES(NO MORE i 2 x 4 ACT S stem __.. __- -- THEN 3'FROM DOOR). HARDWIRED TO A BUILDING WIDE SYSTEM. o 9'-0" A.F.F. 3.GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSIBLE. i C - A G I I 4.ALL WALL FACE OF THE WANT ADD FIXTURE OF ALL E FOU.O ND SO AS NOT TO PROTRUDE BEYOND 4"FROM THE 5.CENTER ALL CEILING FIXTURES AND GRIDS IN ROOMS UNLESS OTHERWISE NOTED. i 8, 6.CONTRACTOR SHALL NOTIFY WINTER STREET ARCHITECTS OF ANY POSSIBLE INTERFERENCES BEFORE PROCEEDING WITH INSTALLATION. I 2-4" 3'-0" _ I i 7.CEILING HEIGHTS ARE NOTED ON CEILING PLAN,UNLESS OTHERWISE NOTED,ANY DEVIATION FROM THE ------------ HEIGHTS SHOWN SHALL BE SUBMITTED TO WINTER STREET ARCHITECTS FOR REVIEW AND APPROVAL. FOOTPRINT POWER 8.FASCIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND/OR ALTERATION OF GWB on Mt.Stud _ Q A G HEATING,VENTILATING,AIR CONDITIONING OR MECHANICAL DUCTS,PIPING OR OTHER EQUIPMENT SHALL BE I FORMED OF GYPSUM WALLBOARD N FURRING CHANNELS. CONDITIONS T BE APPROVED BY WINTER 8 -01/2 A.F.F. CR1 " I 0 O U G C AN LS ALL CON ITIO S O Q ADMINISTRATION 3'-0" 6 3'-6" 171 B i I STREET ARCHITECTS. 0-1 9.CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING BUILDING UNDER CABINET ALIGN WITH SPACE,EXCEPT AS OTHERWISE NOTED. [ - LIGHT SEE ELEVATION I `D COLUMN GRID j 10.THE G.C.SHALL CLOSELY COORDINATE THE CEILING WORK WITH THAT OF THE CABINET PLUMBING G HVAC,ELECTRICAL WORK AND THE TELEPHONE COMPANY WHEREVER THEIR RESPECTIVE WORK IS 24 FORT AVE. I y CONTIGUOUS. SALEM, MA 01970 :A i Dp w SEE ROOF PLAN FOR —G 11.THE G.C.SHALL COORDINATE TELEPHONEISIGNAL CABLE INSTALLATION WITH OWNER'S TYPETTIXTI LOCATIONS URE F I D D D� W (; COMMUNICATIONS CONTRACTOR PRIOR TO COMPLETION OF CEILING WORK. Project Number: 4103.000 2'x 4'ACT S stem 12.THE G.C.SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS 8' 3" A.F.F. CR1 CR1 REQUIRED FOR LIGHTING FIXTURES,REGISTERS,DIFFUSERS AND OTHER INSERTED ITEMS. 13.IN GENERAL,WITHIN EACH AREA,THE CEILING WORK REQUIREMENTS SHALL BE EXECUTED IN SUCH A CONSTRUCTION CONTINUOUS AND ALIGNING CEILING, THE FINAL CEILING INSTALLATION SHALL BE '--- - — -- u C DOCUMENTS -- ,_ - — W - � -- — -- ---- - -___ — — — — — — — — — — — FREE OFALLVOISUAOLDEFEC Cr - - - - - - CR1— - - -� N i LU B P 14.ALL CEILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES AND W I MANUFACTURERS SPECIFICATIONS. G.C.SHALL PROVIDE ALL NECESSARY LATERAL BRACING AS REQUIRED PROVIDE ANGLE EQ P EQ " 2'x 4'ACTS stem TO MEET PERTINENT LOCAL BUILDING CODES,INCLUDING COMPRESSION STRUTS IF REQUIRED BY CODE. Date Issued: 8'-3" A.F.F. ADAPTORS +TUBES TO I CR1 ALIGN FIXTURE ! I 15.PROVIDE WOOD AND METAL BRACING AS REQUIRED FOR ALL MILLWORK ITEMS SECURED TO CEILING, LOCATE FIXTURES AS ,,, WITH GRID DIMENSIONED CR1 CR1 7 _ H E EQ G _ 04/04/2016 DRAPERY NO. DESCRIPTION DATE 4'_2" TRACK C3 ' i w f - P ' w CEILING MOUNTED 2'x 4'ACT S stem 8'-3" A.F.F. P PROJECTOR ALIGN G WITH GRID 4'-0" I EQ EQ o LU D CR1 _ _ H PAR 2'x 4'ACTS stem G Y EQ g'_3" A.F.F. I I F I i " K1 ' ! 4-0 � K2 4'-F o w P r, DROP DOWN D SCREEN - I F1' 0"_ N N � N2 N2 N2 N1 N1 N1 REFLECTED ° n - -- - ----- -- -- -- - CEILING PLAN • - ,. e ,n - -. ., -° a -d a• a>� �!+°- - - .. A. Q EQ EQ OF K1 m 0 M 1 REFLECTED CEILING PLAN A2 0 N ©2016 Winter Street Architects, Inc. A B 7 6 5 4 3 2 1 D C B A A4.1 A4.0 A4.0 I A4.0 I I f'1 C.I.P.VISUAUACOUSTIC LI J DASHED LINE DENOTES MITIGATION WALL BEYOND (� GABION SCREEN WALL r BEYOND,NIC T.O. SCREENING/ Ll ACOUSTIC WALL DASHED LINES DENOTE GABION SOLAR PANELS SCREEN WALL BEYOND,NIC OVERFLOW SCUPPER o E SITE RETAINING WALL,NIC ai rn o 4 o C U) - - COURTYARD ENTRANCE N o CURTAINWALL ' - a cn o -� CANOPY BEYOND — — — — O2 ROOF L SITERETAINING SOLAR PANELS ON r rn o0 WALL BEYOND- I BALLASTED RACKS METAL CLAD OVERFLOW SCUPPER N (n � rn N.I.C. WITH GRAVEL SPLASH BLOCK BELOW SITE RETAINING WALL,NIC FRITTED CURTAINWALL METAL SHINGLE _ 1 I WITH AWNING WINDOWS SIDING W 17' -01 OFFICE LEVEL W SITE RETAINING WALL- N.I.C. METAL SHINGLES 8 SOUTH ELEVATION CURTAINWALL 7 WEST ELEVATION O 1/8" - 1'-011 A3.0 1/8" = 1'-0" z 4 5 6 7 B C Dr7) DASHED LINE DENOTES 5 p C B GABION WALL,NIC LINE OF TAPER AT CONCRETE WALL. B C E F TAPERED SURFACE ONLY TO BE g F E A4.0 I A4.0 I I A4.1 A4.1 I SMOOTH FINISHED CONCRETE A4.0 I A4.1 I A4.1 C.I.P.VISUAU ACOUSTIC 6'-0" COURTYARD ENTRY CANOPY C,I.P.VISUAUA000STIC T.O. SCREENING/ MITIGATION WALL MITIGATION WALL _ — GALVANIZED WATER CHAIN TO — — — — — — — _ _ACOUSTIC_WALL � DASHED LINE DENOTES - —PLANTED AREA BELOW 40' 6" GABION WALL,NIC - == — LED UPIDOWN LIGHTS C.I.P.VISUAUACOUSTIC } I I s - __ _ _ } ___ BENEATH CANOPY MITIGATION WALL COURTYARD COURTYARD ENTRY - - - =_ - _ _� �_.. CURTAINWALL - LED DOWN LIGHTS RETAINING WALL I _ ,- ,.. CANOPY - � — __� �_. _� .�,_...�.�w :.� .. ._..-� ., _ ,: . _. �-.—_ - - - ' ---- - -- BUILDING ENTRY CANOPY _— I - WITH LED DOWN LIGHTS METAL SHINGLE SIDING - - LED UPIDOWN LIGHTS I , _ 02_ROOF t — — — — — — BENEATH CANOPY— — — METAL SHINGLE SIDING ) - 1 — CURTAINWALL AT - OPENING IN CIP WALL �` -t ENTRY FOYER ( ' r �,. �� EO EO EQ EO EQ EO ENTRY DOOR WITH CANOPY FIXED WINDOW SLOPED PATH WITH ao COURTYARD I ADJACENT BOLLARDS _ BEYOND s" RETAINING WALL FOOTPRINT POWER PAVERS TO SLOPED PATH T METAL SHINGLE SIDING I" _ _ - . - - - _ ---- - - _ ADMINISTRATION - _-_ _01 OFFICE LEVEL - BUILDING COURTYARD RETAINING WALL LED UP LIGHTS AT BASE OF WALL LED WALL WASH LIGHTS 24 FORT AVE. 6 WEST COURTYARD ELEVATION 5 SOUTH COURTYARD ELEVATION 4 WEST ELEVATION AT FOYER 3 NORTH ELEVATION SALEM, MA 01970 A3.o 1/8" = 1'-0° A3.o 1/8" = 1'-0" A3.o 1/8" = 1'-0° Project Number: 4103.000 CONSTRUCTION C D 1 2 3 4 5 6 7 C,I.P,VISUAUA000STICMITIGATION DOCUMENTS WALL WITH BOARD FORMED PATTERN ON ALL SIDES EXPOSED TO WEATHER F A g C (EXCEPT FOR TAPER,AS NOTED) Date Issued: I A4.1 A4.0 A4.0 A4.0 CONTROL JOINTS;SEE STRUCTURAL I I I I I I GABION WALL BEYOND 04/04I20 16 GABION WALL BEYOND CURTAIN WALL AT CONFERENCE ROOM (SHOWN AS SURFACE (SHOWN AS SURFACE FOR CLARITY),N.I.C. FOR CLARITY),N.I.C, COURTYARD ENTRY CANOPY-STEEL NO. DESCRIPTION DATE 40'-6" FRAMED,METAL CLAD WITH TPO ROOFING SEE STRUCTURAL T.O. SCREENING/ — ACOUSTIC WALL I GABION WALL,N.I.C. - - - i i A C.I.P.VISUAU — J 8 0 I ACOUSTIC WALL .. _ ... .-..___ WALL -- _— — - -28'-0" —_ _ > C.I.P.BUILDING I 02 ROOF I _ MECHANICAL ROOM _ - --------- - - _; - _ _. ,� ,�., 28 10 77 EXTERIOR DOOR I ( - _.:__ ---_ _.... -- -- ------------—_---- ---- ------- , t� ; 1 _OPEN 0 -- r o EYO _ __ --..______.__w_� -____ ___ �__ __.._ t EXTERIOR METAL SHINGLE , �— �1 _—I— �/ I _I SIDING i 1 OFFICE LEVEL - -_ ELEVATIONS CONCRETE FIVE(5) SLOPED PATHWAY TO LANDING WITH PARKING PAVERS TO SLOPED PATHWAY (4)BIKE BOLLARDS STEPS TO GRADE SPACES 18'-0" +l• 40'-0" 21'-0" +I- COURTYARD LED WALLGRAZE UPLIGHTS- HC DROP OFF AREA PROVIDE N REFER TO RCP FOR SCHEDULE PATHWAY BOLLARDS-NINE STRIPPING AND SIGNAGE "' 2 SOUTH ELEVATION EGRESS DOOR 1 EAST ELEVATION (s)TOTAL M A3nO A3.o 1/8" = 1'-0" A ,o 1/8" = 1'-0" 0 N 0 ©2016 Winter Street Architects, Inc. v, D C B A B A L v T.O. SCREENING/ W —I — — — — — - —I — — — — � — — — — — �- - — — - —� — —ACOUSTIC WALL F_ 40' - 6" '— F E D N � ti U IA A4.1 vi v D.1 U x <L (DA4 _ C.LP.VISUAL/ACOUSTIC ACOUSTIC I ( I I I v) �.L Cn � -C MITIGATION WALL Lu Q 00 (n SOLAR PANELS SOLAR PANELS ` N CO (0 M I 29'—5" I(AL PARAPET CAP 12" 28'— 10" 12" 1/4" 1/2" d PARAPET CAP M .. — +i — — — — — — — li 28 1� In CURTAINWALL FIXED WINDOW CURTAINWALL 77 z— 1314 LED WALL WASH LIGHTS ---- JEJ STEM WALL STEM WALL 01 OFFICE LEVEL d 77 a- i- - A BUILDING SECTION C C BUILDING SECTION E A4.0 1/4" = 1'-0" A4.0 1/4111 — 1'-0" Ills i FOOTPRINT POWER ADMINISTRATION BUILDING D C B A T.O. SCREENING/ 24 FORT AVE. ACOUSTIC WALL SALEM, MA 01970 = a 40' - 6" F rE rD Project Number: 4103.000 " A4.1 A4.1 A4.1 C.I.P.VISUAL/ACOUSTIC - I 2 4 MITIGATION WALL CONSTRUCTION A5.0 A5.1 DOCUMENTS SOLAR PANELS 29'—5" PARAPET CAP ROOF DRAIN 28'—10" Date Issued: CURTAINWALL —I PARAPET CAP 04/04/2016 . � - NO. DESCRIPTION DATE 28' - 100" I I I I C METAL SHINGLE SIDING CURTAINWALL ` I CURTAINWALL PULL DOWN SCREEN PROJECTOR CIRCULATION OFFICE I I \� I 119 116 1 CONFERENCE FOYER , o 102 100 , FIXED WINDOW STEM WALL EL 01 LEVEL a a r a ° ° -- -- - - 611 BUILDING ' I - - - SECTIONS I I I I II I a B BUILDING SECTION D o A4.0 1/4" = 1'-0" M O A4n0 © 2016 Winter Street Architects, Inc. 1 2 3 4 5 6 7 A g C A4.0 A4.0 A4.0 I I I I I SOLAR PANELS PARAPET CAP - _ t 7 I h BUILDING RETAINING WALL a. p E i � o co CURTAIINWALL N can o - ti 2 - w , E co co o � � = 04 (n U) I ' - - STEM NVALL - - e 01 OFFICE LEVEL , • I — — 1 - - 1 11 I I . I C � I - _. I 1 In D BUILDING SECTION F A4.1 1/411 = 1'-011 W 1 2 3 4 5 6 7 Z A g C A4.0 A4.0 A4.0 I I I I I I I SOLAR PANELS METAL SHINGLE SIDING „ .I -- �. � '�` :� � ram- u, ,r ��;u. I — — — 02_ROOF � - — — — — — — — — 28' - 10" v BUILDING BUILDING RETAINING RETAINING WALL °` WALL e I � Q I FIXED WINDOW7 :< - d j FIXED WINDOW - FOOTPRINT POWER - a1 - ° 4 - 0 E LEVEL ADM INISTRATION TRATION _ — - -- - -- - - BUILDING _. - I 24 FORT AVE. SALEM, MA 01970 E BUILDING SECTION G A4.1 1/411 = 1'-011 Project Number: 4103.000 1 2 3 4 5 6 7 CONSTRUCTION GABION WALL SHOWN DOCUMENTS AS SURFACE FOR A g CLARITY,N.I.C. COURTYARD A4.0 A4.0 4 ENTRY CANOPY z:Y BUILDING A7.2 -------- �. Date Issued: RETAINING WALL I I I —I-y 4 PARAPET CAP 04/04/2016 } SOLAR PANELS , 01 -1� .�.., f^ �r` " - a r.✓t ::�` c^ NO. DESCRIPTION DATE Y CURTAINWALL .< a I r C ENTRY `g `Y ) t 4'. �. { BUILDING CANOPY =� --W— d-. F — 02 ROOF i _ STEEL TUBE t b f r a/4 y tr- , /(`-r {r, CANOPY SUPPORT � �� z ENTRANCE DOOR COURTYARD ,a r. RETAINING WALL EXTERIOR �, MECHANICAL SHOWER CONFERENCE 108 DOOR / F 105 1 22 STEM WALL 1054-, SLOPED PATH BUILDING BOLLARDS 01 OFFICE LEVEL SECTIONS b ;' '" ° e• a .p - _ m d, . - - a -• 1 11 L 0 A4ml M F BUILDING SECTION H A4.1 11411 = 1'-011 0 © 2016 Winter Street Architects, Inc. Nr uLJ 1 U W C 4 5 5 � Iai rn rn c°�� U) o ti �' Ll W �M ti L W 00 o � C0 NWcn M BALLASTED SOLAR PANEL BALLASTED SOLAR PANEL RACKING;PROVIDE RACKING;PROVIDE WALKWAY& WALKWAY&EQUIPMENT PROTECTION PADS 7-10" EQUIPMENT PROTECTION PADS I COMPATIBLE WITH ROOFING COMPATIBLE WITH ROOFING FULLY ADHERED WHITE TPO ROOF E TPO MEMBRANE wl 10"INSULATION; FULLY ADHERED WHITE TPO ROOF MEMBRANE wl FULLY ADHERED WHIT ROOF MEMBRANE wl Sim TERMINATE UNDER PARAPET CAP 10"INSULATION;TERMINATE UNDER PARAPET CAP INSULATION;TERMINATE UNDER 2 I PARAPET CAP I I A7.1 ALUMINUM PARAPET CAP TO I ALUMINUM PARAPET CAP TO ALUMINUM PARAPET CAP TO MATCH CURTAINWALL FINISH MATCH CURTAINWALL FINISH MATCH CURTAINWALL FINISH TURN PARAPET CAP DOWN ONTO —_ _ _ "AEROGEL'120 mil CONTINUOUS "AEROGEL"120 mil CONTINUOUS ALONG CAP "AEROGEL"120 mil LOWER PARAPET ALONG CAP _ _—_ In CONTINUOUS ALONG CAP 12" 12" 1 FLASH SILICON SHEET INTO GLAZING 111 0 FLASH SILICON SHEET INTO GLAZING . FLASH SILICON SHEET INTO GLAZING -. POCKET AND TIE INTO AIR BARRIER I -:_ - I POCKET AND TIE INTO AIR BARRIER POCKET AND TIE INTO AIR BARRIER 1 E I 1 I FIELD CONSTUCTED S.I.P. FIELD CONSTUCTED S.I.P. PARAPET WALL ADHERED VAPOR BARRIER PARAPET WALL FIELD CONSTUCTED S.I.P. I ,; I - : WELD CLIP TO ANGLE AT 1 112" 2" 7114" 1 PARAPET WALL 1 WELD CLIP TO ANGLE AT VERTICAL �;6112" 7114" VERTICAL MULLINS PER - _ I _. .. _. ,..:,.:_:::�� . :. ;.. :, .��._ _'_:.__.. PER CURT ,: ,i'; MULLINS P CURTAINWALL ,- -= CURTAINWALL MANUFACTURERS _. :. ., u - - ;a ;r : : RECOMMENDATIONS - --� -`- - - � ----�---y--�-----� WELD CLIP TO ANGLE AT �.. _ . ., ., .. r 1 � MANUFATURERS RECOMMENDATIONS 1� _.. ;x � . : .- I,. - . -:.--: VERTICAL MULLINS PER } CURTAINWALL MANUFATURER AND CAULK TO DEC 0. - _ _._ FLASH INTO GLAZING POCKET PER 'S '�:, _. __ :�_ .. ._ ? 1 - RECOMMENDATIONS "`- "e; LL T CURTAINWALL MANUFACTURERS ° RECOMMENDATIONS I I A7.1 F--------------- A - I - - - - - - - - ---- - ---- ------ -- --- - --------------- -r- 02 ROOF 1 /1 4"x5"GALVANIZED TUBE GREY TPO ROOF MEMBRANE I ( FRAME ATTACHED TO 3'-0" ON 112"PLYWOOD i I an CONTINUOUS ANGLE AT SLAB STRUCTURAL STEEL ABOVE I LiI EDGE-SEE STRUCTURAL 'AEROGEL'120 mil THERMAL BREAK I ON PROJECTING STRUCTURE Sim ❑ ' ' 1 LINEAR DIRECT/INDIRECT LIGHTING RECESSED LIGHTING PER RCP METAL SOFFIT SYSTEM 4'-7112" 6-8 314" METAL SOFFIT SYSTEM CURTAIN TRACK-SEE RCP I - I 3 RECESSED LIGHTING A7.2 PER RCP —_ —- I_ —-—__ _—-—____ CUSTOM ALUMINUM ENTRANCE DOOR BY______— I 'OLDCASTLE-RELIANCE'SSG CURTAINWALL _ _ _ _ 2 CURTAINWALL MANUFACTURER SYSTEM-NO FRIT PATTERN AT CONFERENCE A7 2 ROOM OR FOYER CURTAINWALL FOOTPRINT POWER 4"x5"GALVANIZED TUBE FRAME ATTACHED TO STRUCTURAL STEEL ABOVE AD M I N I STRATI O N BUILDING 24 FORT AVE. o I i o SALEM, MA 01970 Project Number: 4103.000 SOLID SURFACE CAP TURN SOLID SURFACE CAP DOWN CONSTRUCTION OPENING IN CONCRETE STEM WALL 1 I DOCUMENTS SOLID SURFACE SILL CAP THERMALLY BROKEN ADA THRESHOLD A7.1 —SEULBED.QE.SEALAK_—_—_ 9" 7114" GALVANIZED SUPPORT ANGLE EPDXY ANCHORED TO FOUNDATION -SEE STRUCTURAL Date Issued: i SELF-ADHERING AIRNAP R o 04/04/2016 BARRAND EXER ON FACE OF TERIOR R OR SHEATHING FOUNDATION Sim 1 I I NO. DESCRIPTION DATE o A7.1 A7.2 I DEPRESS PERMEABLE I I 4"POLYISO INSULATION ABOVE 7 7 yr I �::` PAVERS 2"AT GALV METAL ( GRADE;4"XPS INSULATION TO j I WALKOFF GRATE I °7- 4 1114' TOP OF FOUNDATION ' I I r { I I I — 01 OFFICE_LEVEL db . 17' - 611 e H 1 d � l _ faOil _ :,- -. ° -:.::,,� .• o. .:. _ as � ', i _ d- _.. a - - - '.a 1. -____...-' .-. ___ m e ,.• :, ALUMINUM FLASHING TO • MATCH SIDING FINISH -', I � , • -. - �, _-, TONGUE SLAB THROUGH DOOR - -- r, OPENING TO SUPPORT THRESHOLD wl I I , 'I KEMPER 2K-PUR" WATER/VAPOR _ PT LEDGER FOR THERMAL BREAK - - BREAK AT THE TOP OF FOUNDATION WALLSE INTO ADJACENT BARRIERS - - - - - -- - - - I ' I - FOR CONTINUITY;TYP."KEMPER 2K-PUR" WATER VAPOR BREAK ATWATERPROOFING -------- FOUNDATION 10 I < - THE TOP OF FOUNDATION WALLS TIE INTO -_ ---- - -' 4, � - - -- BITUMINOUS FOUNDATION - u d - --- - -- - - - - - - ADJACENT BARRIERS FOR CONTINUITY TYP. 4 XPS INSULATION TO , I - — - � -- -- - : I WATERPROOFING - - - -- -, I TOP OF - - - :, - BITUMINOUS FOUNDATION WATERPROOFING -_- � � __.._ � ---I - -- � UNDERSEA B POLY VAPOR ---' BARRIER 4 XPS INSULATION TO OF --- --- _ I - - _ WALL SECTIONS - - 2"XPS INSULATION TO TOP - -- UNDERSLAB POLY VAPOR BARRIER OF FOUNDATION - 2"XPS INSULATION TO TOP OF FOUNDATION n- NA50 M 3 SECTION ACROSS ENTRY 2 SECTION THROUGH ENTRY 1 CONFERENCE ROOM CURTAIN WALL ■ to .0 11 1-0 11 A5.0 3/411 = 1'-011 A5.0 3/411 = 1'-011 A5 3/4 = 1 0 ©2016 Winter Street Architects, Inc. u, 1 A A 7 4 U LW I I f I - I _ rn U (0 o r X a Q (D �, a BALLASTED SOLAR RACKING;PROVIDE WALKWAY& N U) w rn BALLASTED SOLAR PANEL RACKING; PROVIDE WALKWAY&EQUIPMENT EQUIPMENT PROTECTION PADS PROTECTION PADS COMPATIBLE I COMPATIBLE WITH ROOFING WITH ROOFING BALLASTED SOLAR PANEL � RACKING;PROVIDE WALKWAY FULLY ADHERED WHITE TPO ROOF BRAKE METAL ALUMINUM PARAPET ALUMINUM PARAPET CAP TO FULLY ADHERED WHITE TPO &EQUIPMENT PROTECTION MEMBRANE w110"INSULATION; CAP TO MATCH CURTAINWALL FINISH MATCH CURTAINWALL FINISH ROOF MEMBRANE wl 10" PADS COMPATIBLE WITH TERMINATE UNDER PARAPET CAP INSULATION;TERMINATE ROOFING 'AEROGEL"120 mil CONTINUOUS "AEROGEL"120 mil CONTINUOUS I UNDER PARAPET CAP I PARAPET CAP TO MATCH 1'4 7 AT CURTAINWALL PERIMETER 1' 6" 7 AT CURTAINWALL PERIMETER PARAPET CAP TO MATCH SEAL TOP OF CONCRETE METAL SIDING FINISH METAL SIDING FINISH _____ ___ WALL AND DOWN TO FULLY ADHERED WHITE FLASH INTO GLAZING POCKET FLASH INTO GLAZING POCKET PER 4 Sim TERMINATION BAR 4 r TPO ROOF MEMBRANE wl =r PER CURTAINWALL CURTAINWALL MANUFACTURER'S 10"INSULATION; MANUFACTURER'S 1 >_ A7.1 RECOMMENDATIONS TERMINATE UNDER RECOMMENDATIONS I _ _—_— A7.1 I : •- ae;- I _-12" 01 PARAPET CAP ' I FULLY ADHERED WHITE TPO ROOF MEMBRANE wl 10"INSULATION; 1 FIELD CONSTUCTED S.I.P. • PARAPET WALL TERMINATE UNDER PARAPET CAP I I _ END ROOF MEMBRANE ' { o ° I AT TERMINATION BAR I I W FIELD CONSTUCTED S.I.P. WELD CLIP TO ANGLE AT - _ _.._ __ -LL VERTICAL MULLINS PER 4 PARAPET WALL - - -= CURTAINWALL MANUFACTURER'S _ I. _I D T N :. . . _,. ATAS FLATLOK 17x60 . �...� ..... .� RECOMMEN A 10 S I :�.� WELD CLIP TO ANGLE AT _ ALUMINUM SIDING Z r 1 .. rr { - - VERTICAL MULLINS PER , I •° CURTAINWALL MANUFACTURER'S BUILDING WRAP FULLY ADHERED 'TYVE PROVIDE A 112 GAP RECOMMENDATIONS % BETWEEN MECHOSHADEAND '- -�_- IC LINE OF WINDOW SILL BELOW WHITE TPO ROOF 1 Z WHEN FULLY EXTENDED >< ; ,�;�;;� d•< ° - I - MEMBRANE wl 10" - 314"PT STRAPPING I AIR SPACE w - - - - - - - - - ' - POLYISO INSULATION- 11 - - - O2_ROOF U, � . 28 - 10 112" N •-.- I 120 mil'AEROGEL' I - 112'PLYWOOD SHEATHING; PROVIDE A 112 GAP Q � , ' , ; , m " Z BETWEEN MECHOSHADE AND z <- THERMAL]VAPOR BREAK 1 USE 2-0 PT STARTER w LINE OF WINDOW SILL BELOW ¢ UJ I " ATAS FLATLOK 12"x60" ---� -�= I I COURSE 1 WHEN FULLY EXTENDED I - ALUMINUM SIDING METAL DECK ATTACHED 1 Z�' o TO BEARING LEDGER 4"POLYISO INSULATION UJ CDo • 7YVEK'BUILDING WRAP SEE STRUCTURAL ABOVE GRADE Cn I ' . -.E 112 PLYWOOD SHEATHING; f SELF ADHERED AIRNAPOR I Clo I u USE 7-0"PT STARTER d BARRIER ON FACE OF I n COURSE j ;• _ FOUNDATION AND EXTERIOR i b - SHEATHING T 314'PT STRAPPING/AIR SPACE OUTSIDE FACE OF LED FIXTURE OUTSIDE FACE OF LED 4"POLYISOINSULATION - TO ALIGN WITH SLAB EDGE ABOVE FIXTURE TO ALIGN WITH " CONTINUOUS 2z PT BLOCKING ° SLAB EDGE ABOVE I ABOVE GRADE 112" 'DENSDECK SHEATHING I I 'OLDCASTLE-RELIANCE'SSG I I , " , �' MINIMUM 5"CLOSED CELL SELF ADHERED AIRNAPOR T ° SPRAY INSULATION;FILL , CURTAINWALL SYSTEM; 'OLDCASTLE-RELIANCE'SSG q' ( 6"METAL STUD FRAMING WITH CUSTOM FRIT PATTERN AT CURTAINWALL SYSTEM; BARRIER ON FACE OF l i GAPS BEHIND STUDS MINERAL FIBER INSULATION OFFICE GLAZING ONLY CUSTOM FRIT PATTERN AT y FOUNDATION AND EXTERIOR SHEATHING 16"RETAINING WALL OFFICE GLAZING ONLY I I I I I SEE STRUCTURAL WINDOW HEADER SEE STRUCTURAL - - — — - - - - -' - - - - ,- CONTINUOUS2x 1 i i I _ PT BLOCKING ,,; ;;, :•° ° .;°; • 3 518"METAL STUDS SET 1� � 1;11 ' _ OFF WING ALL FOOTPRINT POWER I, oU 1 "�' � � � I' ' °, � b • A /J I � --- - I_ RETAINING WALL I I LU F in ap °„= , 112" 'DENSDECK'SHEATHING 117 3518 4318 _ 1 112"GYPSUM i BITUMINOUS FOUNDATION ADMINISTRATION z Z - WATERPROOFING WALLBOARD Eli � 6"METAL STUD FRAMING WITH LLJ BUILDING - CD � MINERAL FIBER INSULATION �';,,,;1 .Q ;•" •- POUROUS BACKFILL , s •112 GYPSUM WALLBOARD o OLDCASTLE-ZEROSIGHTLINE U 24 FORT AVE. OPERABLE WINDOW ; ;;; - SALEM, MA 01970 ° r T - OLDCASTLE-RELIANCE'SSG CURTAINWALL AS FIXED FL WHITE SOLID SURFACE SILL r _ I I PANEL I Project Number: 4103.000 O I�I�I� WHITE SOLID SURFACE SILL d 1'-6' SELF ADHERED AIRNAPOR 8112 .. _ BARRIER ON FACE OF - ALUMINUM SILL FLASHING CONSTRUCTION BRAKE METALCLOSURE PANEL I _ FOUNDATION AND TO MATCH CURTAINWALL FINISH — _ EXTERIOR SHEATHING ' _ 1 . el DOCUMENTS III11 e 1 "AEROGEL"120 mil CONTINUOUS "AEROGEL"120 mil CONTINUOUS I " AT CURTAINWALL PERIMETER d ° 7^._ a ` AT CURTAINWALL PERIMETER ° n Date Issued: HE. VENT BLOCKING BETWEEN VENT BLOCKING BETWEEN VENT BLOCKS N FURRING STRAPS I FURRING STRAPS ( "' a 4"POLYISO INSULATION � i;� l ° I I BETWEEN FURRING 04I04I2016 ' ABOVE GRADE;4"XPS I'I' a SELF-ADHERING AIRNAPOR SELF-ADHERING AIRNAPOR I INSULATION TO TOP OF - °'° STRIPS ° BARRIER ON FACE OF FOUNDATION BARRIER ON FACE OF FOUNDATION _' ° FOUNDATION I I;' I NO. DESCRIPTION DATE AND EXTERIOR SHEATHING AND EXTERIOR SHEATHING I °A d d , d 4 d 4 101 OFFICE LEVEL L wiiix171 6111 a _ T—'.: Jf A., Al° < . : . -• • - ., �•, 4 P LYI B ''• ^- .- � • - . d . . . . .. .° . : _ . . •1 $ 0 SOA OVE '$ •1� - < Z.. -. e ' e, _IF .. <° � GRADE,4 XPS INSULATION TO - < " � • .. .. ._ I ', I TOP OF FOUNDATION '� ', I, i-_ ;, • d < , L' o ,, -1 .,� ALUMINUM FLASHING TO ; _ I - - -- -- _. ---- 4 POLYISO INSULATION ABOVE �y , � .° ° ', ;.- '_...:.. __._:..._�_.I � , 1: " GRADE,4 XPS INSULATION TO --- '-- E � " -- --- � -- K MP R 2K-P R WATER 1 -' I - � .- , I _ ._ 1 E E U ° _ - <- KEMPER2K-PUR WATER/VAPOR _ TOP OF FOUNDATION - - ° _ PERFORATED DRAIN PIPE - - BREAK AT THE TOP OF FOUNDATION b ,_ ' .• - VAPOR BREAK AT THE TOP OF - -- _- - "KEMPER 2K-PUR" WATER I SEE STRUCT I CIVIL a- a - - -. - ° "#r: I I - FOUNDATION WALLS TIE INTO m.: . _ I °. - WALLS TIE INTO ADJACENT - - - - -_ -- - - - VAPOR BREAK AT THE TOP < . KEMPER 2K PUR WATER 1 VAPOR ° ° , ° -• ADJACENT BARRIERS FOR l .e - - BARRIERS FOR CONTINUITY TYP. -- -�- - -; , -! -- I ' -- -- ,- ° •°. _ - _ '-- • , I OF FOUNDATION WALLS TIE - y; - - - • 4 120 mil AEROGEL THERMAL/ BREAK AT THE TOP OF FOUNDATION •' -.- : _. _ - CONTINUITY,TYP. _ � ; ° - -• ; - ° - INTO ADJACENT BARRIERS e d t#; - WALLS TIE INTO ADJACENT ° __ � UNDERSLAB POLY VAPOR - VAPOR BREAK;APPLY TO FOR CONTINUITY TYP. BARRIERS FOR CONTINUITY;TYP. - -- ; - T_ -I- BITMINOU FOUNDATION __. FOUNDATION REBAR BARRIER BEFORE SLAB POURWATERPROOFING --- ----- - - I POR d. - ° BITUMINOUSFOUNDATION --- BITUMINOUS _ d- - - UNDERSLAB POLY VA ° BITUMINOUS FOUNDATION - BARRIER;OVERLAP - r . •'T: - WATERPROOFING UNDERSLAB POLY VAPOR ____ I - __ --._ _. : -. ,a_,r - -- I --- II--- - < -. .• - - I -_ WATERPROOFING -- - ----- UNDERSLAB POLY . I BARRIER;OVERLAP AEROGEL MIN 4"a ° -- - --- -- -- -- VAPOR BARRIER UNDERSLAB POLY VAPOR BARRIER -d. AEROGEL MIN 4" " - 7 XPS INSULATION TO TOP - � -- 2 XPS INSULATION TO � I � °- -.d. TOP OF FOUNDATION OF FOUNDATION 2"XPS INSULATION TO 7 XPS INSULATION TO 2"XPS INSULATION TO TOP OF FOUNDATION TOP OF FOUNDATION TOP OF FOUNDATION WALL SECTIONS 8 SOUTH OFFICE CURTAINWALL 7 WEST OFFICE CURTAINWALL 6 METAL PANEL WALL AT PARAPET 5 OCCUPIED SPACE AGAINST NORTH RETAINING WALL 4 METAL PANEL WALL AT COURTYARD WINDOW M A5.1 3/411 = 1'-011 A5.1 3/4" = 1'-0" A5.1 3/411 = 1'-011 A5.1 3/411 = 1'-011 A5.1 3/411 = 1'-0" A5ml 0 N ©2016 Winter Street Architects, Inc. D D D 1 1 I T.O. SCREENING/ ACOUSTIC WALL • — — — — — • — — — — — — < : — — — — 401 - 611 ° d da •a a I I I W �d I 'd d t - <° - 4, f as aee a O EQ m rn r I CD co e an I - e' I UU Ll to O d ..0 CD l < ' Q d.°. ad,°. I PARAPET CAP BEYOND BALLASTED SOLAR PANEL RACKING;PROVIDE WALKWAY I 1 a° &EQUIPMENT PROTECTION °a BALLASTED SOLAR PANEL FULLY ADHERED WHITE TPO PADS COMPATIBLE WITH I RACKING;PROVIDE WALKWAY& ''I < FULLY ADHERED WHITE TPO ° ROOF MEMBRANE wl 10' ROOFING EQUIPMENT PROTECTION PADS �++ ROOF MEMBRANE w110" a a • : a,a INSULATION;TERMINATE UNDER ° ' ' , INSULATION;TERMINATE a d COMPATIBLE WITH ROOFING UNDER PARAPET CAP Y.. ° PARAPET CAP ° < • d FULLY ADHERED WHITE TPO FULLY ADHERED WHITE TPO d- ^° "° ° SEAL CONCRETE WALL 3-0" I ROOF MEMBRANE wl 10" I - ROOF MEMBRANE wl 10' RETAINING WALL BEYOND p ABOVE TERMINATION BAR o _ a<p INSULATION;TERMINATE o : ;,Q INSULATION;TERMINATE M UNDER PARAPET CAP SEAL CONCRETE WALL 3 0"ABOVE TERMINATION UNDER PARAPET CAP TPO TERMINATION BAR AT N4. ' , SEAL CONCRETE WALL3'O" BAR RETAINING WALL ABOVE TERMINATION BAR ' I SEAL TOP OF CONCRETE END ROOF MEMBRANE �° WALL DOWN TO USE GREY TPO WHERE TURNING UP AT TERMINATION BAR END ROOF MEMBRANE AT TERMINATION BAREND ROOF MEMBRANETERMINATION BAR THE WALL IB THIS LOCATION AND I WHERE VISIBLE FROM GROUND.AT TERMINATION BAR - ° — 0 1"GRAVELSTOP BEYOND I . b � . . I '�I I _$ s METAL DECK d $ 1 '$" •^° -'$ - -�' I- GREY TPO BONDED METAL TRIM METAL DECK ATTACHED TO - :* _� _..y _, ....... ." ° WRAPPED AROUND SCUPPER °' <. ATTACHED TO I . .. a BEARING LEDGER-SEE , , ,. # __ ° 4 + !_O.. ,Q d;. BEARING LEDGER .. ._ . _:.. T °< '.•' ' STRUCTURAL ° . END ROOF ASSEMBLY r fi. -`-, - .. - _ .:�: .'=�� °" '•e "' SEE STRUCTURAL .� 2-0" '_ •; a,,.°b• - . � I . I " METAL DECK ATTACHED 1 _r. - _ 1 2 0 _� 1 TERMINATION BAR _ - ° LEDGER-SEE °_° L THERMAL/ -- I 120 m!I AEROGE - :. TO BEARING LE . :..d . '• VAPOR BREAK �` " - '- _ _e ,a •• STRUCTURAL 120 mil'AEROGELI - - •_ _ - --- 5" d °'� ° •d I I t METAL DECK ATTACHED � - ° I ° - - - •';I - -- RAP OUTSIDE OF SCUPPER WITH TO BEARING LEDGER r1 d . THERMAUVAPOR MINIMUM 5'CLOSED CELL ,� ° °° SEE STRUCTURAL I I'I'' ! a I I1'I 1 ' a• 0 mil'AEROGEL' a• METAL TRIM TO MATCH SIDING I ( , < I I , , " THERMAUVAPOR BREAK ti�. _ Ca.- I- ° BREAK DRAPERY TRACK '1'1'1 I'I'I' SPRAY INSULATION;FILL a �'r ;I I8111';;';' 1' 0" I'I B11T'III 8112". 5112 „ ' —3" II'1'1 'I 1 I' ° .°-,° °d.'- I , -•, eA ,'iI ,, < d !° I ' I .- - GAPS BEHIND STUDS � ° =4 - M 11� "11-L I I I , ' I'� I I I —_I '�a•:: 02 ROOF d 120milAEROGEL R I 1 - 12 - I,i, I I I. • �- 1 I d. ; II - - °d. — , , 28 - 10 11 O11le- 1 - - ll Al _a ° THERMAL]VAPOR BREAK I�111 1 _ I I I,1'1 - a- - Y _. F; I,I I,I I 1 I I I I ': .. - 1 II' il'I i i ' - - - - ''''�'� ' ' - - � �'�' ", ` MINIMUM5"CLOSED CELL � ` �- ;<; = SPRAY INSULATION,FILL I � rl I d , ' 'ATAS-FLATLOIC x -� l 11 l 11 l MINIMUM 5"CLOSED CELL I • - • - -_ ALUMINUM SIDING GAPS BEHIND STUDS ALIGN 28'-411 I'1;I,III!( . I I - -— ''ll' <�' ', l ; � , " °� � SPRAY INSULATION;FILL �< 'TY\/EK'BUILDING WRAP ' - _—i -—- - - _ -- —-— I 1; ''' • - ° ;, ;';! GAPS BEHIND STUDS Ill l ll; I'I _ I llrl = ;I 112'PLYWOOD SHEATHING;USE T 2318" I IIII'lllll A II,I1;1 �_. 2'-0"PT STARTER COURSE - m 3l4'PT STRAPPING I AIR SPACE III : I - I I I,II III i _ illil I � e. '-°°,•, ; ',__ - PULL DOWN PROJECTOR IiI Ira °- - 4'POLYISO INSULATION ABOVE SCREEN.BOTTOM OF I ;lll, ; ° CONCEALDUCTSAND `T GRADE ,Ili;1;Il I;I �I;I llll - ---- I HOUSING TO ALIGN WITH ,I,I,I,I �_ ' - I1 I � -I PIPING IN SOFFIT- TOPOFWINDOWHEAD ;I,I;I;I;I .• e.x j11 ;- SEE MEPIFP FOOTPRINT POWER r III illil'I' <°,- ;A l 1 ° r d 1 I,1 . -, - �� :- SELF ADHERED AIRNAPOR BARRIER s - ON FACE OF FOUNDATION AND IF 'OLDCASTLE ADMINISTRATION °` - EXTERIOR SHEATHING RELIANCE'SSG I i 1;1'I'1 ° = -I ;- CURTAINWALLSYSTEM < 4 --i-: i 4d ;ll;lllj , od I CONTINUOUS 2x PT BLOCKING BUILDING illllllllll - <� °, l'1l1' • ,e d` 11111111111 ; l -_� 112' 'DENSDECK'SHEATHING 1 i i 1 l 24 FORT AVE. I l ' 6"METAL STUD FRAMING WITH SALEM, MA 01970 'I'I;III'I � 111;'ill — MINERAL FIBER INSULATION l;(llllllll ° ,d a I III I' l; ; ;IjI; Ijlr j 1/2'GYPSUM WALLBOARD I ;';l;';l;l - ° "• � i'I'1'I; � -'"�-';• --i Project Number: 4103.000 I 1,1,1,l,l `•d I I I - I I;I;I;I;I;I y Illl'1;1 � SEE MILLWORK ELEVATIONS AND CONSTRUCTION a,°• ••d 1I I I � —_ DETAILS �t WHITE SOLID SURFACE 11 1 1 1 1 ° SILL DOCUMENTS If I i; i l l O' iY21 BRAKE METALCLOSURE il'''' I! _ WIRING AND DEVICES-SEE `� ° - SELF ADHERING AIRIVAPOR MINIMUM 5"CLOSED CELL PANEL TO MATCH l;! •d a ELECTRICAL ; 'l m d 18 -9 ° • ° ;7 ARRIER ON FACE OF Date Issued. 1 11 ,I,I ,I , - I,I,I;I .. SPRAY INSULATION;FILL CURTAINWALL FINISH ' ' ' ''' ' • . B ° l l'' 120 mil'AEROGEL' FOUNDATION AND EXTERIOR GAPS BEHIND STUDS ;I;I;I;I;I; 120mil'AEROGEL'THERMAU l ', a BREAK; SHEATHING VAPOR BREAK;APPLY TO FOUNDATION 1 REBAR BEFORE 04/04/2016 SLAB POUR FOUNDATION I REBAR — II 1 -• � ail I I 3518'METAL STUDS SET ,I,1,1,1, - ; I;I'I; a° . , , _ BEFORE SLAB POUR NO. DESCRIPTION DATE I 1 111I 11II III IIIII ( III 1' 1 - 1111 , , - - Q I1;11 I I 1 1 ( I I I I Ill I I III I,I I I I I Ill I I I I 1 1 111111111 1111 ( IIIII i'I'1 II11 II OFF 2'FROM FACE OF f l (IIIII I I I I, 1 1 .- I I I 11il 1' f l l l I I I I I I I 1'I I I I I I a I I I I I '.• l l r _ CONCRETE WALL l _e- - "UNDERSLAB POLY _= 4 POLYISO INSULATION ABOVE - ,I •,Q" i1 a GRADE;4 XPS INSULATION TO ° a° d C ° :°_ l SET WALL WASHERS IN 10 l 1 _ SILL FLASHING TO MATCH VAPOR BARRIER; ;61181;��-• 1' 2";; CURTAINWALL FINISH i;,,!;!;!j OLDCASTLE RELIANCE I OVERLAP AEROGEL MIN DIA."SONOTUBE";STRIP TO - d - 1 , , , , TOP OF FOUNDATION I;I l Ill ' SSG CURTAINWALL SYSTEM; UNDERSLAB POLY VAPOR rr '1'.' e - 4" MINA'BELOW FINISH Ili kill - i ,lI d - e' I,1,1,111 ,ad •" 1 I •'4 I I 1 I 1: 1;1 _ GRADE II d STRUCTURAL PROJECTION BARRIER;OVERLAP Ili i, •,- ° . d 120 mil AEROGEL THERMAL!VAPOR ,,,I, ;1 ,I �,° ,•- � I, l i , I,I,I,I I i 7 ' • d. REBAR BEFORE TO POUR _ _ • ''ll I,I • 1,I; ,l, ,I I,I,I ' BY MANUFACTURER AEROGEL MIN 4" FOUNDATIONI 'I' , l,, ,; _ I l,l l;ll • 1,1 1 I I III I,I 1 ll ' °�• -....__. - I III 111 • I I - ,= _ — _ — — l I'll _ I 01 OFFICE LEVEL C- s °4 I,A • - r° d ° ° ' d _ - F = d •� a.•'°, _ ? ° -- dd 171 _ 611 .. ,e - e a _ °° - -- : I - -: - BITUMINOUS FOUND „e •• ,. <e,--. ___ ,__--- I I ----- .__ ._:. _ i�, a' < " , _- I r _ --r WATERPROOFING - - - - - - - - - - -- _ PUR" WATER(VAPOR I 120 mll AEROGEL THERMAU I I- I I _ __ -- ) d . I, i � : : :---I I - 1- .-•,-. '• I � .. I i - ! I --I -- .: - - -; �. - ° '-- r .. . . ° - , I � r ; . .-•e� _ I � I i � I BREAK AT THE TOP OF FOUNDATION ---II --- --- - - . -I - I I- -I-VAPOR BREAK,APPLY TO -_ � . . .° , _'- � _'._�- r. 'µ1 ., . . : I--__. I --- -i � ----- - � . - I _ = _ .. WALLS TIE INTO ADJACENT FOUNDATION I REBAR_ a -_ _ -- --- -- ---_ � < L _�_ �� I °:- ---_-._ __.__._ -- --- _ - ( BARRIERS FOR CONTINUITY;TYP. BEFORE SLAB POUR . I# --- -- ---- - - - - i ---! I _-._I � •. I _.__. --- -- - •.. - -. ; - I, ', - -- -- I --- - I � - BITUMINOUS , I I _—_: I � •' -,- , , t .-•- , , I-___, °d I —__I 1 FOUNDATION -- = : - : - - --BITUMINOUSFOUNDATION - _2"XPS --: --- - - -; ! WATERPROOFING -—I - - -- i-- __i - -- - -INSULATION UNDERSLAB POLY WATERPROOFING TO---- �--- � - � • '. . - • I VAPOR BARRIER - - ---- - -- ---- - - - --- _ Y --: -- l :• ° --OVERLAPAEROGEL--- - i d __ I - - - ---- ---- - UNDERSLAB POLY - -- 'UNDERSLABPOLYVAPORBARRIER -- -- .I '- - --'- -- - ° ---- - F N i I I d•- -;° -ATION r -- -- - e - ! _. .- .....-.. -__.-_ OVERLAP AEROGEL MIN 4 - OU D , ---!MIN 4"---I ___.-I ---- ' - I _- ', I---_ i ' j � --; � ° -•'4 - ' — ----! I I -- ,. I -� - - - - I � ---- VAPOR BARRIER; -- _._..._. _._ .. '• - -- - - I ---- is < , •' - - - I I -i I ° - $ — - - -- i I r II I - XPS ; - - - , . _ I I - �---- I -- � , -- OVERLAP II I , I I - i r _ -INSULATION TO -- - - -- " I � . :' -� �_ I� I I - - : -- - --I i I i _ AEROGEL MIN 4 _ I � _ - ! I !=2"XPS P=1 2 XPS INSULATION - d d; INSULATION TO TO TOP OF -- - _ TO TOP OF = BITUMINOUS FOUNDATION FOUNDATION ( (- FOUNDATION =_ _ WATERPROOFING 2"XPS INSULATION TO = I - I �I TOP OF FOUNDATION � I •"• - , I--! I ' I a. " I - � r r 13 CONFERENCE RM PROJECTING WINDOW 12 CONFERENCE RM EMBEDDED WINDOW 11 CONFERENCE RM AT FLYWALL 10 RETAINING WALL COL LINE 1 9 SECTION AT OVERFLOW SCUPPER M 11 11 11 11 11 11 11 II 11 A5m2 m A5,2 3/4 - 1 -10 A5,2 3/4 - 1 -10 A5.2 3/4 - 1 -01 A5.2 3/4 - 1 -0 1 A5.2 3/4 - 1 -I 110 0 N CD 0 2016 Winter Street Architects, Inc. I ?M I BASE BUILDING WINDOW SYSTEM rl f U WHITE SEALANT -- 112"NEOPRENE GASKET INSULATED METAL PANEL TO T p MATCH CURTAINWALL FINISH co r , O r- ., L) 2112" RACO FS-4 REVEAL STUD N o 2i d :`= PAINT STUD END PRIOR TO L.L. � c� ti ;J INSTALLATION W a) < - O) =`= QO FACE OF SILL BELOW N CO CO MTL,STUD TO FLOOR SLAB ~ SCHEDULED PARTITION W CENTERED ON WINDOW MULLION W . 6 TYP. PLAN DETAIL AT PERIMETER MULLION 3" 1'-011 W SOLID SURFACE SILL _ 7 Z 1'.4" 4118" 4 318' I ---------------------- 16"RETAINING WALL- r SEE STRUCTURAL '.. I iI IIIIII I,I II,I,II I,I, •: IIIIIII,II111,IIIII, d MINIMUMS CLOSED CELL I oI .::..:-..• Q i..:. .`...._.:.....: .. .. R - I;I 11I1'IIll I I 1I,1I;11 . '_� . SPRAY IN SULATION;F ILL d GAPS BEHIND STUDS '79' �:• ;I,III,II I,II1111 I; 1- d- G - - 1 ' S:AY^-.,.1^•• •..- 2 PIPE INSULATION 3 518"METAL STUDS I I I I I I I I I I II III I .N•,1.. d I I I III'1 SET OFF 4 FROM FACE 1 0 C N ROOF 0 00 LEADER da OF RETAINING WALL TO UNDERSLAB G III IIIII _ A a I III 111 TYP. -SEE CIVIL d- �r I I I I I'I I I _ i,Il I III i I,I,I 1 - I�I;I� - 'I' Y I ADHERED VAPOR II d I I'I I'I-� BARRIER I I , I 6"METAL STUD FRAMING WITH <' - a; PT BLOCKING MINERAL FIBER INSULATION _ = CONCRETE WALL OPENING BELOW 1l2" 'DENSDECK ' =° SEALANTAND SHEATHING - _ 1 ; '` _ BACKER ROD a ° o d FOOTPRINT POWER kill SELF ADHERED AIRNAPOR ., , a, - BARRIER ON FACE -- -- -- - — ALUMINUM FLASHING EXTERIOR SHEATHING ATAS-FLATLOK'1760, ° e - ° =d TO MATCH SIDING ADMINISTRATION 4"POLYISO INSULATION ALUMINUM SIDING _ ' I FINISH ABOVE GRADE TYVEfC BUILDING WRAP ` •e a ` ° a BUILDING 'OLDCASTLE-RELIANCE'SSG CURTAINWALL; ° a; ; MANUFACTURER TO PROVIDE STRUCTURAL 314'PT STRAPPING/ "PLYWOOD SHEATHING;USE PROJECTION WITHIN FRAMING AIR SPACE 112 112"PT STARTER COURSE 24 FORT AVE. SALEM, MA 01970 5 CURTAINWALL PROJECTING OUTSIDE CORNER 2 SIDING TO RETAININGWALL DETAIL 1 1/211 1'-011 Project Number: 4103.000 = A�.o 1 1/2" = l'-0° CONSTRUCTION DOCUMENTS 'OLDCASTLE-RELIANCE'SSG Date Issued: CURTAINWALL AS FIXED PANEL 04/04/2016 'OLDCASTLE RELIANCE'SSG CURTAINWALL NO. DESCRIPTION DATE FLASH SILICON SHEET INTO GLAZING POCKET AND TIE INTO AIR BARRIER ALUMINUM SILL FLASHING 1 1 ALUMINUM CLOSURE PANEL TO MATCH WINDOW FINISH FLASH SILICON SHEET INTO GLAZING 'ATAS FLATLOK'12X60 METAL PANEL SYSTEM POCKET AND TIE INTO AIR BARRIER ff 1 1 1 EXTERIOR PLAN DETAILS .� M 4 CURTAINWALL JAMB TERMINATION 1 VESTIBULE AT INSIDE CORNER A7n0 N A�.o 1 1/211 = 1'-0" A7.0 1 1/211 = 1'-0" 0 2016 Winter Street Architects, Inc. j . BALLASTED SOLAR PANEL RACKING;PROVIDE WALKWAY& IJ J EQUIPMENT PROTECTION PADS (� COMPATIBLE WITH ROOFING t FULLY ADHERED WHITE TPO ROOF MEMBRANE wl 10'INSULATION; W TERMINATE UNDER PARAPET CAP ALUMINUM PARAPET CAP TO MATCH 12" CURTAINWALL FINISH 1 T o ---- -- - 'AEROGEL"120 mil CONTINUOUS r , o ti -� • AT CURTAINWALL PERIMETER X Q FULLY ADHERED WHITE TPO ROOF N o � MEMBRANE wl 10'INSULATION; _ (n cy ti L) TERMINATE UNDER PARAPET CAP �— FLASH INTO GLAZING POCKET PER L1J N m Q PARAPET CAP TO MATCH METAL 00 CURTAINWALL MANUFACTURER'S Q N U) co RECOMENDATIONS 12" SIDING FINISH - FIELD CONSTUCTED S.I.P. PARAPET WALL r 13/4 /2112" 7114 ti 1 WELD CLIP TO ANGLE AT VERTICAL 7 'ATAS-FLATLOIC 12"x60" MANUFACTURERS TAINWALL ALUMINUM SIDING a° RECOMMENDATIONS 'TYVEK BUILDING WRAP U 112"PLYWOOD SHEATHING 314'PT STRAPPING I AIR SPACE CONTINUOUS ANGLE AT SLAB EDGE-SEE STRUCTURAL Z 4'POLYISO INSULATION ABOVE GRADE CURTAIN TRACK-SEE RCP e 1 SELF ADHERED AIRNAPOR BARRIER r _ ON FACE OF FOUNDATION AND LINEAR DIRECT/ EXTERIOR SHEATHING z� INDIRECT LIGHTING 1/2'DENSDECK 'OLDCASTLE-RELIANCE SSG METAL STUDWALL WITH MINERAL CURTAINWALL SYSTEM;CUSTOM FRIT PATTERN AT OFFICES ONLY-SEE FIBER INSULATION WALL SECTIONS CONTINUOUS BLOCKING 1 o j 911 112"GYPSUM BOARD 4 TYP. PARAPET CAP 2 TYP. HEAD OF CURTAINWALL A7.1 1 1/2" = 1'-0" A7.1 1 1/2" = 1'-0" FOOTPRINT POWER ADMINISTRATION 5 BUILDING i; _ SELF ADHERED AIRNAPOR BARRIER ON FACE OF FOUNDATION AND SOLID SURFACE SILL CAP ON 24 FORT AVE. EXTERIOR SHEATHING 9" 7114' PT BLOCKING;SCRIBE TO 11T SALEM, MA 01970 OFF CURTAIN WALL CONTINUOUS 2x PT BLOCKING GALVANIZED SUPPORT ANGLE Project Number: 4103.000 112" 'DENSDECK'SHEATHING EPDXY ANCHORED TO FOUNDATION SEE STRUCTURAL n- 6"METAL STUD FRAMING WITH MINERAL FIBER INSULATION "AEROGEL"120 mil CONTINUOUS CONSTRUCTION AT CURTAINWALL PERIMETER WINDOW HEADER- DOCUMENTS SEE STRUCTURAL r Date Issued: I _ VENT BLOCKING BETWEEN T,. 1 ",., 1114"14 314'FURRING STRIPS 04/04/2016 - METAL SIDING ON"TYVEK NO. DESCRIPTION DATE 112'GYPSUM WALLBOARD °, r AND 112"PLYWOOD SELF-ADHERING AIRNAPOR BARRIER ON FACE OF FOUNDATION ALUMINUM FLASHING TO AND EXTERIOR SHEATHING I dq- ° — 6" MATCH SIDING FINISH r 'KEMPER 2K-PUR" WATER I a VAPOR BREAK AT THE TOP -- 'OLDCASTLE-RELIANCE'SSG OF FOUNDATION WALLS TIE a tr a _- _ M � I CURTAINWALL AS FIXED PANEL INTO ADJACENT BARRIERS e'• - 4'POLYISO INSULATION ABOVE FOR CONTINUITY;TYP. ' •` GRADE;4"XPS INSULATION TO TOP OF FOUNDATION UNDERSLAB POLY -` • g' I-- 12"DEEP GRAVEL AT EDGE;TYP. ALUMINUM SILL FLASHING VAPOR BARRIERb' - - 2"XPS INSULATION _- _TO TOP QF -� a� a - _ EXTERIOR FOUNDATION _ 4- _ _ BITUMINOUS FOUNDATION VENT BLOCKS BETWEEN - d - - - WATERPROOFING FURRING STRIPS -- ` ,e <. a — < i lid � - °` _I -d-9 - SECTION I DETAILS a 3 FIXED WINDOW 1 TYP. BASE OF CURTAINWALL A7.1 1 1/2" = 1'-0" A7.1 1 1/2" = V-0" A7ml M (O O N © 2016 Winter Street Architects, Inc. I I I 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'GREY TPO ROOF MEMBRANE TPO STANDING SEAM WATER DIVERTERS FUTURE GABION WALL BEYOND(N.I,C.) 12" GALVANIZED CHANNELS AND 3/4" TEES-SEE STRUCTURAL r n I uL, 'GREY TPO ROOF MEMBRANE GALVANIZED 10X10 TUBE _ U 3/4"PT PLYWOOD SHEATHING CONNECTS TO RETAINING WALL _ _ _ „ AND FLYWALL-SEE STRUCTURAL I _ - - - - - 12 GALVANIZED CHANNELS AND 3/4" TEES-SEE STRUCTURAL --- - w, o E --- CO U 3/4"PT PLYWOOD SHEATHING N p o T-0"SPACING 'TYVEIC BUILDING WRAP W 4 ~ Q 00 TNISDIRECTION 'ATAS-FLATLOK 12"x60"ALUMINUM SIDING N rn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — 11L FUTURE GABIONWALL BEYOND(N,I,C.) W W TYVEK BUILDING WRAP 'ATAS-FLATLOK 12"60"ALUMINUM SIDING 4 COURTYARD CANOPY A7.2 1 1/2" = 1'-0" W 1 4 5 z I 02 R00 28' - 10" FLASH INTO GLAZING POCKET PER CURTAINWALL MANUFACTURER'S RECOMENDATIONS GREY TPO ROOF MEMBRANE 4"x5"GALVANIZED TUBE ON 112"PLYWOOD 4"x5"GALVANIZED TUBE FRAME ATTACHED TO FRAME ATTACHED TO i STRUCTURAL STEEL ABOVE o 'AEROGEL'120 mil THERMAL BREAK STRUCTURAL STEEL ABOVE ,�,� ON PROJECTING STRUCTURE I RF1ECESSED LIGHTING 01 H ,I PER RCP --7 �1�111�111�1�1�I�II1 II I11111 1111 111111111 11111 I,1,1 11 1 1 1 1 1 1 1 IIIIIII11111 0 RECESSED LIGHTING 'ATAS FLATLOK 12x60 ) ATAALUMINUMSFLATSIODIN 2 60 C3 PER RCP ALUMINUM SIDING RECESSED LIGHTING ALUMINUM TSIDING 60 FOOTPRINT POWER PER RCP 3' CUSTOM ALUMINUM ENTRANCE ADMINISTRATION � DOOR BY CURTAINWALL BUILDING MANUFACTURER � I I 24 FORT AVE. 3 ACROSS ENTRANCE CANOPY I SALEM, MA 01970 2 THROUGH ENTRANCE CANOPY Project Number: 4103.000 A7.2 1 1/2" = 1'-0" i • ' I r TURN SOLID SURFACE CAP DOWN CONSTRUCTION _-_ OPENING IN CONCRETE STEM WALL DOCUMENTS CUSTOM ALUMINUM ANTRANCE DOOR BY CURTAINWALL MANUFACTURER Date Issued: THERMALLY BROKEN ADA THRESHOLD SET IN BED OF SEALANT = =• TONGUE SLAB THROUGH DOOR 04/04I2016 OPENING TO SUPPORT THRESHOLD o wl PT LEDGER FOR THERMAL BREAK NO. DESCRIPTION DATE " 1/2"GALV SHIMS ALONG PERIMETER ` _I ' _'• _ OF METAL WALKOFF GRILLE ` DEPRESS PERMEABLE PAVERS 2" AT METAL WALKOFF GRILLE " N 01 OFFICE LEV17 EL "KEMPER 2K PUR" WATER I °s a r VAPOR BREAK AT THE TOP ° =a n OF FOUNDATION WALLS TIE INTO ADJACENT BARRIERS FOR CONTINUITY;TYP. _ �rrtz xr VAPOR BARRIER , UNDERSLAB POLY - ;e _ I I 2"XPS INSULATION TO TOP OF FOUNDATION - _ - - - - - ENTRY DETAILS 71 a d `e. _ —— BITUMINOUS FOUNDATION WATERPROOFING 4"XPS INSULATION TO TOP OF FOOTING 1 MAIN ENTRY THRESHOLD A7.2 1 1/2" = 1'-0" A7m2 (D e— O N Cn ©2016 Winter Street Architects, Inc. TOILET ACCESSORY MOUNTING HEIGHTS CASEWORK TYPES INTERIOR ELEVATION NOTES CASEWORK LEGEND v ,�SOAP DISPENSERIWASTE RECEPTACLEIPAPER TOWEL DISPENSER UPPER CABINETS PENDANTS SHALL BE MOUNTED AT 9'-0"A.F.F. COUNTERTOPS WALL MIRROR ALL KITCHEN COUNTERS TO BE 7-lT A.F.F.UNLESS OTHERWISE NOTED, SOLID SURFACE 01- 1' 6" 2' 0" CT MANUFACTURER; TBD KITCHEN CABINETS TO BE WOOD. 1 COLOR:TBD ALL LAMINATE MILLWORK SHALL BE FABRICATED TO AWI CUSTOM GRADE STANDARDS.ALL EXPOSED SURFACES SHALL BE FINISHED, CABINETS GRAB BARS / PLASTIC LAMINATE o / \ / \ / \ \ / ALL VENEERED MILLWORK SHALL BE FABRICATED TO AWI PREMIUM GRADE STANDARDS,ALL EXPOSED SURFACES,INCLUDING DOORS, MANUFACTURER: TOPS AND BASE SHALL BE VENEERED.CASEWORK SHALL BE FULLY VENEERED U.O.N. FCI3J COLOR:TBD v FEMININE FINISH;TBD NAPKIN DISPOSAL \ / CABINET HARDWARE:U.O.N. NOTE:TO BE APPLIED TO FILLER,CABINET DOORS,DRAWERS, u, 24'D 2 12"D 3 1T D PROVIDE 8"W X 16"D OPENING WITH \ / A ALL HINGES SHALL BE FULLY CONCEALED EUROPEAN 180 DEGREE INTERIOR,REVEAL&TOE KICK lf- 2"RADIUSED CORNERS,IN SOLID \ / STANLEY 331 SERIES OR EQUAL. TOILET PAPER DISPENSER SURFACE ABOVE RECYCLING BIN B.ALL DRAWER GLIDES SHALL BE FULL EXTENION EXTRA HEAVY DUTY; HARDWARE U \ / KV OR EQUAL. GLIDES TO BE SILVER OR WHITE. MANUFACTURER:DOUG MOCKETT 4'-0" / C.ALL PULLS SHALL BE SUGATSUNE SERIES 26;SATIN STAINLESS STEEL MODEL:DP105Al2(4-3116'LONG) W _ o \ U.O.N.REFER TO ELEVATIONS&SECTIONS FOR MORE DETAIL. FINISH:MATTE CHROME FINISH q M 1' 6" 3 0" 8" 8" Cn KITCHEN TO HAVE STAINLESS STEEL SINK WITH DISPOSAL.REVIEW WITH ENGINEERS DWGS FOR COORDINATION, a MANUFACTURER:DOUG MOCKETT o COUNTERTOP HEIGHT / \ MODEL:DPI 05613(13116 LONG) T (D ► o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ARCHITECT BEFORE FABRICATION.CONFIRM FINISH:SATIN STAINLESS STEEL .L. (n I� q / \ FINISHES ON SHOP DRAWINGS FOR ARCHITECTS APPROVAL BEFORE FABRICATION.SUBMIT SAMPLES OF EACH FINISH FOR APPROVAL. y- ICY) C ADA SINK r- - - - - - o o i x Q N i Ip CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD, m MANUFACTURER:DOUG MOCKETT N o `= MODEL:DP32A(5-3/4'LONG) C) c5 h v N o I = _ _ / \ PROVIDE FILLER PANELS AS REQUIRED FINISH:SATIN STAINLESS STEEL Q LL1 Q C) t� CA MANUFACTURER:DOUG MOCKETT Lu v FINISH:SATIN STAINLESS STEEL J 7 C o A p ADA BASE CABINET `' RECYCLING o GROMMETS v o U g o D D E SIZE:3"ROUND W MANUFACTURER:DOUG MOCKE17 BASE CABINETS (FULL HEIGHT CABINETS FINISH:SATIN STAINLESS STEEL W DRAWER GLIDES MODEL:#1275-314 EXTENSION BLOCKING DETAIL AT MILLWORK & SHELVING MILLWORK NOTES MANUFACTURER:K&V FINISH:ZINC REFER TO PLAN FOR MILLWORK LOCATIONS SHELVING STANDARDS SHELVING BRACKETS In 1.ALL CABINETWORK ATTACHED TO PREMISES SHALL COMPLY WITH THE STATE BUILDING CODE, 9.THE CONTRACTOR SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND 15.ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY.G.C.SHALL MODEL:HEAVY DUTY#187-12" MODEL:HEAVY DUTY#87 -REFER TO ELEVATIONS FOR HEIGHTS TO PROTECT TENANT'S PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH ALL PROJECT WORK. PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES.DAMAGED OR DEFECTIVE MANUFACTURER:K&V MANUFACTURER:K&V 2.ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING,CABINET CONTRACTOR TO CHECK JOB PROGRESS AND MILLWORK SHALL BE REPLACED BY THE G.C,AT HIS EXPENSE. FINISH:WHITE FINISH;WHITE 6'STRIPS OF 20 GAUGE SHEET METAL COORDINATE WITH OTHER TRADES INVOLVED. CONTRACTOR IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO 10.THE CONTRACTOR SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY OR 314"PLYWOOD BETWEEN STUDS COORDINATE EXACT LOCATIONS CIRCUMSTANCES WILL"EXTRA"WORK BE AUTHORIZED FOR BLOCKING. SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED 16.ALL CASEWORK AND CABINETRY HARDWARE SHALL BE CONCEALED TYPE,TO BE PROVIDED AND INSTALLED BY WITH MILLWORK INSTALLERS AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION THE G.C.CABINET HARDWARE SHALL INCLUDE(BUT NOT BE LIMITED TO)ALL DOOR PULLS,CONCEALED HINGES, W 3.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO WINTER STREET ARCHITECTS FOR REVIEW. SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDITIONAL COST TO TENANT. MAGNETIC CATCHES AND FELT SILENCERS,DRAWER GLIDES AND STOPS AS REQUIRED,TENANT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS, CASEWORK GENERAL NOTES 4.THE CONTRACTOR SHALL SUBMIT SAMPLES TO WINTER STREET ARCHITECTS FOR REVIEW. 17.COAT CLOSETS SHALL INCLUDE SPECIFIED FINISHES TO MATCH WINTER STREET ARCHITECTS SAMPLE,METAL Ifff- _ T.O.WALL CABINET 11.ALL CABINET WORK SHALL COMPLY WITH"PREMIUM GRADE"REQUIREMENTS SPECIFIED IN"ARCHITECTURAL COAT ROD INSTALLED AT 6-6"A.F.F. 5.THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL BE WOODWORK QUALITY STANDARDS AND GUIDE SPECIFICATIONS"AS PREPARED BY THE ARCHITECTURAL / RESPONSIBLE FOR SAME. WOODWORK INSTITUTE. 18.ALL STAIN GRADE WOOD CABINETS SHALL INCLUDE CLEAR LACQUERED INTERIOR SHELVES AND FINISHES,AS 1.SEE CASEWORK NOTES ON GENERAL NOTES. / 6.WHERE MEMBERS ARE MITERED OR BUTTED THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST 12.MATERIALS NOT COVERED BY SPECIFICATIONS SHALL BE THE BEST OBTAINABLE FOR THE PURPOSE SHOWN. 2,CONTRACTOR SHALL PROVIDE 20 GA.SHEET METAL BLOCKING IN ALL NEW AND EXISTING WALLS TO SUPPORT B.O.WALL CABINET THE JOINT OPENING. INTENDED. 19.MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL,TELEPHONE AND COMMUNICATIONS INCLUDING,BUT NOT LIMITED TO:NEW BASE AND WALL CABINETS,FIXED AND ADJUSTABLE SHELVING,WORK OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL.CABLES. SURFACE AND EQUIPMENT COUNTERTOPS,AND FURNITURE CASEGOODS. WALL CABINET 7,ALL OF THE WORK SHALL BE FABRICATED,ASSEMBLED,FINISHED AND ERECTED IN THE BEST METHOD KNOWN TO THE 13.G.C.WILL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER FILES ARE INSTALLED BY OTHERS.FILES IN CABINET TRADE. SURFACES SHALL BE TRUE, STRAIGHT AND FREE FROM ALL MACHINE AND TOOL MARKINGS,BRUISES, OPERATIONS AREA TO BE SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN PLACE.G.C.TO LEVEL 20.NO UNBRACED LENGTH OF SHELVING AND OR COUNTERWORK SHALL EXCEED 3-0" WITHOUT ADDITIONAL 3.CONTRACTOR SHALL PROVIDE 4"COVE RESILIENT BASE AT TOE KICK OF ALL BASE CABINETS. DRYWALL INDENTATIONS,CHIPS OR ABRASIONS. FLOOR UNDER FILES IN ALL AREAS WHERE FILES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY.(PLASTIC SUPPORTS AND OR BLOCKING.ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. _ _ _T,O.BASE CABINET. LAMINATED SHIMMED AS REQUIRED AT FILE CABINET AREA), 4.SEE FINISH ALLOCATION PLAN FOR FINISHES AT SPECIFIC LOCATIONS. 8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT 21.ALL PARTITIONS SUPPORTING BUILT-IN MILLWORK SHELVING AND OR CABINET WORK SHALL HAVE STUD SPACING PROVIDE BLOCKING WHERE DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED INCLUDING 14.ALL WOOD TRIM SHALLBE FIRE PROOF PREMIUM GRADE'B'OR BETTER,SUITABLE FOR STAINING,AND SHALL OF 12'O.C.INSTEAD OF 16'O.C, 5.USE MOISTURE RESISTANT MDF OR PLYWOOD SUBSTRATES AND WATER RESISTANT ADHESIVE AT SHELVING IS SHOWN @ 12" SUCH MATTERS AS UNLOADING FACILITIES,LOCATIONS AND SIZES OF ELEVATORS,EQUIPMENT OR FACILITIES NEEDED BE INSTALLED IN ACCORDANCE WITH AWI SPECIFICATIONS.STAIN SAMPLE TO BE APPROVED BY WINTER STREET COUNTERTOPS WITH SINKS. SPACING PRELIMINARY TO AND DURING THE WORK,AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK, ARCHITECTS, 22.ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO METAL STUDS SHELVING STANDARDS T.O.TOE KICK _ AND WOOD GROUNDS. BASE CABINET KEYNOTES - INTERIOR ELEVATIONS E1 SOLID SURFACE COUNTER-NO BACKSPLASH.PROVIDE AN 8"W X 16"D OPENING FOR PAPER RECYCLING BIN BELOW E2 ADA KITCHEN SINK IN ADA BASE CABINET(PROVIDE ADA SLIDING DOORS SEE DETAIL) L E4 E3 DYSON AIR BLADE-INSTALL AT ADA HEIGHT 7 E4 E4 SOFFIT ABOVE UPPER KITCHEN CABINETS f E5 HC URINAL FOOTPRINT POWER E12 3 3 3 3 3 3 1 1 2 2 2 2 z E6 URINAL `� E7 HC GRAB BARS E8 HC WATER FOUNTAIN-PROVIDE COLD WATER CONNECTION ADMINISTRATION / \ \ E24 � E9 HC ACCESSIBLE WALL MOUNT SINK i15 0 / / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ E10 MIRROR BUILDING \ E23 E11 SCONCE CENTERED ON MIRROR AND SINK BELOW 9' 9' 9 / \ E12 38"X 39'FIBERGLASS ADA SHOWER ENCLOSURE WITH SHOWER ROD AND CURTAIN.PROVIDE A 38114' (W)X 39"(D)ROUGH OPENING.NO GYPBOARD REQUIRED BEHIND SHOWER ENCLOSURE. / E26 E13 0 E16 E21 \ 5 3 318" E13 E13 COUNTER DEPTH FRENCH DOOR STYLE REFRIGERATOR 24 FORT AVE. \ E14 RECESSED FEMININE NAPKIN DISPENSER SALEM, MA 01970 E22 E2 E8 E16 E15 THREE(3)BATH TOWEL HOOKS E2 7 E16 12"DEEP MICROWAVE-PROVIDE POWER @ 54"A.F.F. f Project Number: 4103.000 E17 URINAL SCREEN BOTTLES/ E22 E18 HC ACCESSIBLE STALL PAPER ED n ' ' WASTE E19 TOILET TISSUE DISPENSER E20 RECESSED TOILET TISSUE DISPENSERISANITARY NAPKIN DISPOSAL CONSTRUCTION E21 11/2 x 12"DEEP SHELF i _ _ _ / E2 E22 UNDER CABINET LIGHT-SEERCP DOCUMENTS L - - - - E23 12 DEEP UPPER CABINETS E C A B A D 1 FlL_ E24 24"DEEP UPPER CABINETS OVER REFRIGERATOR BEYOND.INSTALL WITH 1/2"REVEAL AND FLUSH WITH SOFFIT ABOVE. 9 COPY+ RECYCLING CENTER 8 KITCHENETTE 7 KITCHEN RECYCLING E25 CHANGING TABLE-CENTER ON WALL Date Issued: 11 SHOWER ROOM ELEVATION. 10 SHOWER ROOM ELEVATION E26 COPIER AND PLOTTER LOCATION,N.I.C. 3/8 1 _ -0 3/811 A9.0 3/8" = 1'-011 A9.0 318" = 1'-011 A9.0 3/8" = 1'-0" E27 KITCHEN RECYCLINGNJASTE BINS 04/04/2016 A9.0 - A9.o _- 1 -0 NO. DESCRIPTION DATE ALIGN TILE WITH CENTER ALIGN TILE WITH CENTER OF MIRROR BELOW E11 E11 OF MIRROR BELOW FIELD TILE:WT 2-WHITE FIELD TILE:WT 2-WHITE E10 • E6 .` ACCENT TILE:2 ROWS OF WT 1 GREY - ACCENT TILE:2 ROWS OF WT 1-GREY E19 E7 E3 E20' E9 E3 FIELD TILE:WT2-WHITE E E20 3'-0" E3 o E7 FIELD TILE:WT 2-WHITE 7 INTERIOR E7 � 7 MAX 12 z24"PORCELAIN TILE TO BE ELEVATIONS 12"x24"PORCELAIN TILE TO BErD INSTALLED ON"WET WALL"OF INSTALLED ON'WET WALL"OF E5 TOILET ROOM. TOILET ROOM. E5 SEE FINISH PLAN FOR TILE E19 E9 AND ENLARGED SPECIFICATIONS � � M FINISHSEE N OR TILE SP SPECIFICATIONS 1,4=_-7 7N Z N PLANS 3x10 TILE BASE B-3 E5 3x10 TILE BASE B-3 1'-6" 3-0" 1'-10" 6 MEN'S BATHROOM ELEVATION. 5 MEN'S BATHROOM ELEVATION 4 MEWS BATHROOM ELEVATION.. 3 WOMEN'S BATHROOM. 2 WOMEN'S BATHROOM ELEVATION.. 1 WOMEN'S BATHROOM ELEVATION ' 11 _ 1_ f' �� _ �_ �� A9.0 3/8" = 1'-011 a9.o 3/8" = 1'-011 A9.0 3/8" = 1'-0° 3/8" = 1'-0" A9.0 3/8 - 1 0 A9.o 3/8 - 1 0 co A900 r- 0 N 0 2016 Winter Street Architects, Inc. SLIPTRACK SYSTEMS SLP-TRK BRAND j4718"/ SLOTTED DEFLECTION TRACK DECK - UJ 518"GWB ON BOTH SIDES TO 6"ABOVE CEILING U — — CEILING HEIGHT o E CLOSET _ rn cM cn SCHEDULED CEILING SEE RCP U U) o ~ FOR SPEC,AND HEIGHTS (D o o ) M L METAL STUDS @ 16'O.C,, Q p c6 SLAB TO SLAB cV U) CO SCHEDULED WALL BASE 'OLDCASTLE-RELIANCE'SSG ACOUSTICAL GASKET OR 1 CURTAINWALL SYSTEM.PROVIDE CUSTOM FLEXIBLE SEALANT t FRIT AT OFFICE WINDOWS ONLY.REFER W TO WALL SECTIONS FOR FRIT PATTERN 25 GA.CONT.METAL STUD INFORMATION AND HEATSILL DETAILS. FLOOR RUNNER REFER TO PROJECT MANUAL FOR WINDOW OC 4-718"(3-518"MR.STUDS);HEIGHT LIMIT 15'-7",STC31;25 GA. SPECIFICATIONS. >MN-INSULATED PARTITION TYPE C Closet I Condor �i. W I SLIPTRACK SYSTEMS SLP- L.. TRK BRAND SLOTTED j 4114"/ DEFLECTION TRACK SLIPTRACK SYSTEMS SLP-TRK BRAND Z / DECK 718"� SLOTTED DEFLECTION TRACK j /� DECK FIR SEALANT 314"GAP,MAX. 518"GWB ON ONE SIDE G.C.TO COORDINATE GAP AND = TO 6'ABOVE CEILING SEALANT JOINT SIZE WITH UL JOINT SYSTEM HW-D-0046 MAXIMUM ANTICIPATED STRUCTURAL DEFLECTION DO NOT FASTEN GWB TO SLOTTED DEFLECTION TRACK S2 GLASS TYPE - EXTERIOR CURTAINWALL BRACE IS REQUIRED 518"GWB TYPE XON BOTH SIDES OF J Glass Partition UNDERSIDE OD STRUCTURE CEILING HEIGHT = SCHEDULED CEILING SEE RCP FOR SPEC.AND HEIGHTS METAL STUDS @ 16"O.C., 25 GA.METAL STUDS @ SLAB TO SLAB 16"O.C.,SLAB TO SLAB SCHEDULED WALL BASE SCHEDULED WALL BASE SLIPTRACK SYSTEMS SLP ACOUSTICAL GASKET OR FIR AM BWTED EALAN1,UL JOINT TRK BRAND SLOTTED FLEXIBLE SEALANT FOOTPRINT POWER DEFLECTION TRACK 25 GA.CONT.METAL 25 GA.CONT.METAL STUD ADMINISTRATION O 4-114"(3.518'MR.STUDS);25 GA. STUD FLOOR RUNNER FLOOR RUNNER / DECK/ B ;HEIGHT LIMIT 1" MR.STUDS5'-7",STC40;25 GA. BUILDING E1 AT SHOWER ENCLOSURE-NO GYPBOARD,BOTH SIDES O ) - 4-7183-518"M ( O FIR SEALANT N 24 FORT AVE. 6"CEILING RUNNER TRACK:MIN. �Nra RED PARTITION TYPE SALEM, MA 01970 25 GA.GALV,STEEL CHANNEL(1 E B 114"MIN.FLANGE).RUNNER voids UL Design U419,1 HR Rated INSTALLED INSIDE U-SHAPED DEFLECTION CHANNEL. Project Number: 4103.000 5,25 GA.METAL STUDS @ O.C.TO UNDERSIDE OF STRUCTURE CONSTRUCTION STRUCTURE • DECK g� 4718"/ DOCUMENTS M�: `•`d" a:. DECK SLIPTRACK SYSTEMS SLP- i. TRK BRAND SLOTTED ACOUSTICAL SEALANT Date Issued: ° DEFLECTION TRACK d` SLIPTRACK SYSTEMS SLP-TRK BRAND 2"X 2"PAINTED STEEL 518"GWB ON BOTH *' ;. '.. 1 518"GWB ON ONE SLOTTED DEFLECTION TRACK O4/O4I2O 6 ANGLE BRACING WELDED SIDES TO UNDERSIDE ° , .. .< SIDE TO DECK TO 314"X 4"X 4"VERTICAL OF STRUCTURE ,. :' d DO NOT FASTEN GWB TO PAINTED STEEL PLATE b` 25 GA.METAL STUDS @ 16" SLOTTED DEFLECTION TRACK NO. DESCRIPTION DATE O,C.,SLAB TO SLAB G.C.TO COORDINATE GAP -;'- AND SEALANT JOINT SIZE _ WITH MAXIMUM ANTICIPATED STRUCTURAL DEFLECTION 518"GWB ON BOTH SIDES TO WOOD BLOCKING UNDERSIDE OF STRUCTURE °d a SCHEDULED WALL BASE CONT.ACOUSTICAL BATT a CRL 4"SQUARE SHAPE INSULATION,3"THICK '. "� ` �° • :.� � - _ DOOR I SIDELITE RAIL METAL STUDS @ 16"O.C., a . . SLAB TO SLAB ACOUSTICAL GASKET OR SCHEDULED WALL BASE_ t ° FLEXIBLE SEALANT SA LAMINATED : ' ACOUSTICAL GASKET OR SAFETY GLASS " ,. FLEXIBLE SEALANT 2" CRL 4"SQUARE SHAPE DOOR I SIDELITE RAIL /114'WIDE SILICONE BUTT 25 GA.CONT,METAL STUD 25 GA.CONT.METAL FLOOR RUNNER WALL TYPES GLAZING JOINT AT GWB SCHEDULED FINISH JAMB BEYOND FLOOR O 6 518"(6"MR.STUDS);25 GA. STUD FLOOR RUNNER AO 4-718"(3.518"MR.STUDS);HEIGHT LIMIT 15'-7,STC41;25 GA. i Al 7-114"(6"MR.STUDS);HEIGHT LIMIT 22'-10",STC42;20 GA. S1 GLASS TYPE - INTERIOR PARTITION D LO Glass Partition Mdjanto CIP Walls ConferencToom �Office mising M t0 AlOnO N © 2016 Winter Street Architects, Inc. DOOR TYPES i 3' 0" 3-6" 3' 0" 6' 0" 5' 0" 6'-0" 01 2 7112' 3'-1112" 4'-1112" M M \ // \ \\\ U J PAINTED METAL / PAINTED METAL / PAINTED METAL / \ METAL SHINGLE CLAD METAL SHINGLE CLAD METAL SHINGLE CLAD / DOOR AND FRAME , \ \ � DOOR ,' DOOR / / \ WOOD DOOR WOOD DOOR WOOD DOOR \ AND FRAME AND FRAME WOOD DOOR O E C ti U / o 0 0 0 0 ti uj c o \ bo \ / co co 8o / ,' V ' o / X Q Q) ~- OM U W00 d? Q fl- CY) W PAINTED HM DOOR FRAME 01 OFFICE LEVEL W 17' - 611 A DOOR TYPE B DOOR TYPE C DOOR TYPE: D DOOR TYPE E SINGLE BARN DOOR 2'-6"INTERIOR F SINGLE BARN DOOR 3-INTERIOR G SINGLE BARN DOOR 4'INTERIOR S GLASS DOOR-INTERIOR T GLASS DOOR-EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR HARDWARE: HARDWARE HARDWARE: HARDWARE BY GLASS WALL � HARDWARE BY GLASS WALL VINTAGE STRAP BARN DOOR HARDWARE VINTAGE STRAP BARN DOOR HARDWARE VINTAGE STRAP BARN DOOR HARDWARE BY MANUFACTURER MANUFACTURER BY ARTISAN HARDWARE BY ARTISAN HARDWARE ARTISAN HARDWARE Ii (DOOR SCHEDULE W Location Door From Room To Room Z Door Fire _ Number Type # Name # Name Width Height HW set Rating Comments 01 OFFICE LEVEL 000 S 100 FOYER EXTERIOR 3-0" 9'-0" PROVIDE CRASH BAR 101 S 101 RECEPTION 100 FOYER 3-01 6-0" PROVIDE CARD READER 102 G 101 RECEPTION 102 CONFERENCE 4'.0" 8'-0" BARN DOOR HARDWARE 103 E 103 STORAGE 102 CONFERENCE 2'-6" 8'.0" BARN DOOR HARDWARE 104 0 119 CIRCULATION 104 CIRCULATION 3-8" 8'-0" NON-CASED OPENING 105 A 104 CIRCULATION 105 SHOWER 3'-0" T.0" 04 106 A 104 CIRCULATION 106 MEN'S 3'-0" T.0' 04 107 A 104 CIRCULATION 107 WOMEN'S 3'.0" T.0" 04 108A B 108 MECHANICAL EXTERIOR 3'-6" 9-01, 01 108E C 109 CIRCULATION 108 MECHANICAL 3'-0" 8'-0. 02 109 F 109 CIRCULATION 112 KITCHEN 3'.0" 8--0' BARN DOOR HARDWARE 110 D 110 ELECTRIC 109 CIRCULATION 6'-0" 8'-0" 06 111 D 111 JAN 109 CIRCULATION 6'.0" 8'-0" 05 112 F 112 KITCHEN 119 CIRCULATION 3'.0" 8'-0" BARN DOOR HARDWARE 113 F 113 COPIER/STORAGE 119 CIRCULATION 3-01 8'-0" BARN DOOR HARDWARE 115 S 119 CIRCULATION 115 OFFICE 3-0" T-0" HARDWARE BY GLASS WALL MANUFACTURER 116 S 119 CIRCULATION 116 OFFICE 3'.0" T.0" HARDWARE BY GLASS WALL MANUFACTURER 117 S 119 CIRCULATION 117 OFFICE 3'-0" 7-01 HARDWARE BY GLASS WALL MANUFACTURER 118 S 118 OFFICE 119 CIRCULATION 3-01 T-0" HARDWARE BY GLASS WALL MANUFACTURER 119 S 119 CIRCULATION 1114 OFFICE 3-01 1 T-0" HARDWARE BY GLASS WALL MANUFACTURER F Grand total:20 FOOTPRINT POWER ADMINISTRATION BUILDING 24 FORT AVE. SALEM, MA 01970 Project Number: 4103.000 CONSTRUCTION DOCUMENTS Date Issued: 04/04/2016 NO. DESCRIPTION DATE DOOR TYPES AND SCHEDULE Al Ool (O O N I © 2016 Winter Street Architects, Inc. A GENERAL C11 STRUCTURAL STEEL BELOW GRADE SHALL BE ENCASED IN CONCRETE WITH A MINIMUM COVER OF 2". E6 BOLTED CONNECTIONS SHALL BE AS FOLLOWS: Al STRUCTURAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE, EIGHTH EDITION C12 ALLOW ADEQUATE TIME FOR CONCRETE TO CURE AND DRY TO PROPERLY APPLY ALL FINISHES DIRECTLY ADHERED TO AND THE INTERNATIONAL BUILDING CODE, 2009. FINISHED CONRETE SURFACES. (A) MINIMUM BOLT DIAMETER-3/4"; TWO BOLTS MINIMUM A2 VERIFY AND COORDINATE ALL NEW AND EXISTING DIMENSIONS RELATED TO THIS PROJECT. C13 CONCRETE SLABS, INCLUDING CONCRETE PLACED ON STEEL DECK, SHALL BE PLACED SO THAT THE SLAB THICKNESS IS AT (B) STANDARD, OVERSIZED, OR HORIZONTAL SHORT-SLOTTED HOLES IN WEBS OF BEAMS A3 TYPICAL DETAILS AND NOTES SHOWN ON STRUCTURAL DRAWINGS SHALL BE APPLICABLE TO ALL PARTS OF THE STRUCTURAL NO POINT LESS THAN THAT INDICATED ON THE DRAWINGS. (THIS WILL REQUIRE THAT THE SLAB NOT BE CAST DEAD LEVEL (C) SHEAR CONNECTIONS FOR MOMENT-CONNECTED MEMBERS- FRICTION TYPE HIGH WORK EXCEPT WHERE SPECIFICALLY REQUIRED OTHERWISE BY CONTRACT DOCUMENTS. WHERE SUPPORTING BEAMS, GIRDERS, OR TRUSSES HAVE AN UPWARD CAMBER.) STRENGTH BOLTS IN SINGLE SHEAR A4 DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR THE MOST NEARLY SIMILAR CONDITION AS C14 PROVIDE VAPOR BARRIER UNDER INTERIOR SLABS CAST ON GRADE. (D) SHEAR CONNECTIONS FOR OTHER MEMBERS-SIMPLE SHEAR CONNECTIONS WITH EITHER DETERMINED BY THE ARCHITECT. FRICTION-TYPE HIGH STRENGTH BOLTS IN SINGLE SHEAR OR BEARING-TYPE HIGH STRENGTH A5 EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND BOLTS (THREADS INCLUDED IN SHEAR PLANE) IN SINGLE OR DOUBLE SHEAR DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES,WASHES, DRIPS, REVEALS, DEPRESSIONS,AND OTHER PROJECT (E) SIMPLE SHEAR CONNECTIONS SHALL BE CAPABLE OF END ROTATION PER AISC REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS. D REINFORCEMENT REQUIREMENTS FOR"UNRESTRAINED MEMBERS" ((� A6 THE BASE BUILDING STRUCTURE WAS DESIGNED TO RESIST THE LOADS DESCRIBED IN GENERAL NOTES SECTION G IN THE D1 REINFORCEMENT WORK OF DETAILING, FABRICATION,AND ERECTION SHALL CONFORM TO "BUILDING CODE COMPLETED CONDITION OF THE PROJECT. DURING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-08), "ACI DETAILING MANUAL-2004" (SP-66); "CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION" �— CAPACITY OF THE PARTIALLY COMPLETED STRUCTURE TO RESIST LOADS DUE TO TEMPORARY CONDITIONS, CONSTRUCTION (2009),AND "STRUCTURAL WELDING CODE- REINFORCING STEEL"(AWS D1.4-98). E7 STEEL CONNECTIONS SHALL BE DESIGNED CONSIDERING THAT BOLTS WILL NOT SHARE LOAD IN COMBINATION WITH ci EQUIPMENT, STORED MATERIALS, SHORING, ETC. D2 STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE FOLLOWING: WELDS. A7 OPENINGS IN SLABS AND WALLS LESS THAN 12" MAXIMUM DIMENSION ARE GENERALLY NOT SHOWN ON STRUCTURAL E8 WELDED CONNECTIONS SHALL BE MADE BY APPROVED CERTIFIED WELDERS USING FILLER METAL CONFORMING TO 1 . 1 DRAWINGS. OPENINGS SHOWN ON STRUCTURAL DRAWINGS SHALL NOT BE REVISED WITHOUT PRIOR WRITTEN APPROVAL OF E70XX OR F7X-EXXX WITH LOW HYDROGEN. w THE ARCHITECT. (A) STEEL REINFORCEMENT ASTM A615 GRADE 60 (YIELD STRESS 60,000 PSI) E9 WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIALS BEING WELDED, UNLESS NOTED OTHERWISE, EXCEPT (C) EPDXY-COATED STEEL REINFORCEMENT ASTM A7 A8 ELEVATIONS SHOWN TO PROJECT ELEVATIONS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL PROJECT ELEVATIONS (B) WELDABLE STEEL REINFORCEMENT ASTM A775 GRADE 60 (YIELD STRESS 60,000 PSI) THAT FILLET WELDS SHALL BE A MINIMUM OF 1/4". 1 A9 THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PARTS OF THE WORK, INCLUDING DESCRIPTION OF E10 BEAM CONNECTIONS, UNLESS NOTED OTHERWISE, SHALL PROVIDE CONNECTION CAPACITY AS FOLLOWS, OR AS aa) rn o DEMOLITION,AND CONSTRUCTION METHODS AND SEQUENCING WHERE APPLICABLE. NO PERFORMANCE OF THE WORK (D) WELDED WIRE FABRIC (WWF) ASTM A185 SHOWN ON THE PLANS: M N INCLUDING, BUT NOT LIMITED TO, DEMOLITION OF EXISTING STRUCTURE, OR FABRICATION OR ERECTION OF NEW U X Q ~ STRUCTURAL ELEMENTS, SHALL COMMENCE WITHOUT REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT. D3 WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, PROVIDE REINFORCEMENT IN ACCORDANCE WITH APPLICABLE (A) NON-COMPOSITE BEAMS: SUPPORT A REACTION "R" EQUAL TO YS THE TOTAL UNIFORM LOAD CAPACITY °v; o Ict k A10 IF IN THE COURSE OF EXECUTION OF THE STRUCTURAL WORK,ANY PORTION OF THE COMPLETED STRUCTURE DOES NOT DETAILS AS DETERMINED BY THE ARCHITECT. IN NO CASE SHALL REINFORCEMENT BE LESS THAN THE MINIMUM OF BEAM FOR A GIVEN SHAPE, SPAN,AND GRADE OF STEEL PER TABLE 3-6 "MAXIMUM TOTAL UNIFORM LU coti MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AS DETERMINED BY THE ARCHITECT, THE CONTRACTOR SHALL BE REINFORCEMENT PERMITTED BY THE APPLICABLE CODES, NOR LESS THAN THE FOLLOWING: LOAD"OF THE AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION. oo U) SOLELYfl- RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF REMEDIAL ACTION TO ENSURE THAT THE COMPLETED (B) COMPOSITE BEAMS: SUPPORT A REACTION "RC"= MULTIPLIER x"R" (AS DEFINED ABOVE) N cA cn m 'S WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. A DESCRIPTION OF THE NON-CONFORMING WORK SHALL BE (A) BEAM STIRRUPS #3@12"OC OR d/2 OC Rc= 1.50 x R (FOR BEAM DEPTH GREATER THAN 21") SUBMITTED ALONG WITH THE PROPOSED REMEDIAL ACTION TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO (B) BEAM STIRRUP SUPPORTS 1 -#5 AT EACH STIRRUP BEND Rc-2.00 x R (FOR BEAM DEPTH GREATER THAN 14" BUT LESS THAN OR EQUAL TO 21" IMPLEMENTATION. (C) FACE REINF. IN BEAMS OR PORTIONS OF BEAMS #4@12"OC EF ) All UNLESS OTHERWISE SPECIFICALLY STATED IN WRITING, MARK-UPS ON REVIEWED OR,APPROVED SHOP DRAWINGS OR (D) STRUCTURAL SLABS 0.0020 x GROSS CONCRETE AREA IN EACH Rc=2.25 x R (FOR BEAM DEPTH GREATER THAN 8" BUT LESS THAN OR EQUAL TO 14") SIMILAR SUBMISSIONS ARE TO COMMUNICATE AND CONFIRM THE INTENT OF CONTRACT DOCUMENTS AND SHALL NOT BE DIRECTION DISTRIBUTED TO THE TOP AND BOTTOM. (C) ADD TO "R"OR"Rc":WHEN LOADS OR REACTIONS OF MEMBERS SUPPORTED BY THE BEAM ARE NOT CONSTRUED AS AUTHORIZING OR REQUESTING A CHANGE TO ANY CONTRACT PRICE. IIF A FABRICATOR OR CONTRACTOR BAR SPACING NOT TO EXCEED 18"OC SYMMETRICALLY APPLIED TO THE BEAM,ADD THE PORTION OF THE SUPPORTED LOAD THAT IS IN BELIEVES THAT A CHANGE TO ANY CONTRACT PRICE SHOULD BE MADE,A WRITTEN REQUEST SHALL BE SUBMITTED FOR A (E) CONCRETE WALLS 0.0025 x GROSS CONCRETE AREA IN EACH EXCESS OF THE VALUE "R" OR"Rd' (AS DEFINED ABOVE). ALSO ADD THE VERTICAL COMPONENTS OF RECOMMENDATION BY THE ARCHITECT AND ACTION BY THE OWNER ALONG WITH A COST PROPOSAL FOR ANY PROPOSED DIRECTION FORCES IN DIAGONAL BRACING MEMBERS FRAMING INTO THE BEAM. Q/ CHANGE PRIOR TO FABRICATION OR INSTALLATION OF ANY ITEM FOR WHICH A CHANGE IN CONTRACT PRICE IS REQUESTED. ANY CLAIM FOR ADDITIONAL COMPENSATION FOR AN ITEM FABRICATED OR INSTALLED WITHOUT PRIOR WRITTEN APPROVAL (F) COLUMNS 0.010 x GROSS CONCRETE AREA (MINIMUM 4 BARS OF A CHANGE IN CONTRACT PRICE FOR SUCH FABRICATION AND/OR INSTALLATION WIILL NOT BE ALLOWED. FOR RECTANGULAR COLUMNS, MINIMUM 6 BARS Ell REACTIONS FOR STEEL BEAMS SHOWN ON PLAN ARE GIVEN IN WORKING STRESS LEVELS (ASD) UNLESS NOTED FOR CIRCULAR COLUMNS) OTHERWISE. (G) COLUMN TIES PROVIDE TIES AT EVERY OTHER LONGITUDINAL BAR, E13 CONNECTIONS WITH HORIZONTAL THROUGH FORCES SHALL BE DESIGNED FOR BOTH AXIAL AND SHEAR FORCES MAX SPACING 6", OR AS SPECIFIED IN REFERENCED ACTING SIMULTANEOUSLY. THESE CONNECTIONS SHALL BE CAPABLE OF END ROTATION.ANY THROUGH FORCE B FOUNDATIONS STANDARD CONNECTIONS THAT ARE NOT CAPABLE OF END ROTATION SHOULD DEVELOP THE FULL MOMENT CAPACITY OF THE Q/ E B1 GEOTECHNICAL INFORMATION FOR THIS PROJECT IS FROM A REPORT BY GZA GEOENVIRONMENTAL, INC. DATED NOV. 10, 2015 MEMBER. LOCALLY REINFORCE BEAM AS REQUIRED.ES, OR BEARING PLATES SHALL BE LOCATED AND BUILT IN LEVELING PLAT ES,T TO W B2 FOUNDATIONS FOR THIS PROJECT CONSIST OF FOUNDATION WALLS, WALL FOOTINGS, GRADE BEAMS, MICROPILES, PILE CAPS D4 WHERE REINFORCEMENT IS REQUIRED IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL WHEREVER THE CONNECTING WORK, PRESET E14 ANCHOR RODS, EMBED PLATES BY TEMPLATES SIMILAR METHODS. PLATES SHALL BE SET IN FULL BEDS TO B3 NO RESPONSIBILITY IS ASSUMED BY THE ARCHITECT FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON SECTION APPLIES. RINK GROUT. OF E15 ENDS NON-SHRINK THE DRAWINGS, SPECIFICATIONS, TEST BORINGS, OR TEST PITS. THESE DATA ARE INCLUDED ONLY TO ASSIST THE D5 DOWELS SHALL MATCH BAR SIZE AND NUMBER, UNLESS NOTED OTHERWISE. OF COLUMNS AT SPLICES AND AT OTHER BEARING CONNECTIONS SHALL BE"FINISHED TO BEAR"TO COMPLETE Z CONTRACTOR DURING BIDDING AND SUBSEQUENT CONSTRUCTION,AND REPRESENT CONDITIONS ONLY AT THESE SPECIFIC D6 WHERE CONTINUOUS REINFORCEMENT IS CALLED FOR, IT SHALL BE EXTENDED CONTINUOUSLY AROUND CORNERS LOCATIONS AT THE PARTICULAR TIME THEY WERE MADE. AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. TRUE BEARING. B4 FOUNDATION UNITS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS, UNLESS NOTED OTHERWISE ON THE D7 LAPS SHALL BE CLASS B TENSION LAP SPLICES, UNLESS NOTED OTHERWISE. E16 PROVIDE STIFFENERS "FINISHED TO BEAR" UNDER ALL LOAD CONCENTRATIONS ON SUPPORTING MEMBERS, OVERCOLUMNS,AND WHERE SHOWN ON DRAWINGS. DRAWINGS. D8 MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL BE AS E17 STRUCTURAL STEEL IN CONTACT WITH OR ENCASED IN MASONRY SHALL BE COVERED WITH MASTIC COATING PER B5 EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR GRADE TO A MINIMUM DEPTH OF4 FEET FOLLOWS:UNLESS NOTED OTHERWISE. SPECIFICATIONS. B6 PROVIDE TEMPORARY OR PERMANENT SUPPORTS, WEATHER SHORING, SHEETING, OR BRACING, SO THAT NO HORIZONTAL (q) UNFORMED SURFACES CAST AGAINST.AND PERMANENTLY IN CONTACT WITH 3.0" E18 STRUCTURAL STEEL MEMBERS SHALL BE FIREPROOFED PER SPECIFICATIONS. MOVEMENT OR VERTICAL SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS, SOIL OR UTILITIES ADJACENT TO THE E19 STRUCTURAL STEEL MEMBERS AND CONNECTIONS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. REGIONS OF EARTH FIELD WELDS TO BE GALVANIZED SHALL BE TOUCHED UP WITH A ZINC RICH COATING AFTER COMPLETION AND PROJECT SITE. B7 BOTTOM 3 INCHES OF EXCAVATIONS SHALL BE FINISHED BY HAND SHOVEL OR SMOOTH-EDGED EXCAVATOR BUCKET. FINAL (B) FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER INSPECTION OF THE WELD. SUBGRADES SHALL BE FIRM AND FREE OF LOOSE AND/OR DISTURBED MATERIALS. #6 THROUGH#18 BARS 2.0" E20 CAMBER SHALL BE BY COLD-FORMED PROCESS IN CONFORMANCE WITH AISC SPECIFICATIONS AND TOLERANCE. B8 CARRY OUT CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING; CONSTRUCTION SUCH THAT #5 BARS, 5/8" DIAMETER WIRES,AND SMALLER 1.5" E21 BEAMS ARE NOT DESIGNED TO SUPPORT LATERAL LOADS AT THE BOTTOM FLANGE. BEAMS THAT ARE SUBJECTED TO FOUNDATION WORK IS DONE IN DRY AND ON UNDISTURBED SUBGRADE MATERIAL. (C) SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER OUT OF PLANE BENDING SHALL BE BRACED/SUPPORTED FOR SUCH FORCES, UNLESS SPECIFICALLY NOTED B9 CARRY OUT CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER UNTIL SUFFICIENT DEAD LOAD HAS WALLS, SLABS, JOISTS: OTHERWISE. COORDINATE WITH RELATED TRADE FOR DESIGN FORCES AND SUBMIT FOR APPROVAL. ACCUMULATED TO PREVENT FLOTATION OF ANY PART OF THE STRUCTURE. #14 AND#18 BARS 1.51' E22 STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED. B10 BACKFILL UNDER ANY PORTION OF THE STRUCTURE SHALL BE COMPACTED IN 6" LIFTS PER SPECIFICATION REQUIREMENTS. #11 BARS AND SMALLER 0.75" E23 CANTILEVERS SHALL BE TEMPORARILY SHORED UNTIL MOMENT CONNECTION IS INSTALLED TO FULL STRENGTH. B11 NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN SUBGRADE MATERIAL. BEAMS, GIRDERS,AND COLUMNS: E24 FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE B12 PROTECT IN-PLACE FOUNDATIONS AND SLABS FROM FROST PENETRATION UNTIL THIE PROJECT IS COMPLETED. REMOVE PRINCIPAL REINFORCEMENT, TIES, STIRRUPS, OR SPIRALS 1.5" WITHOUT PRIOR WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE. FROZEN SUBGRADE MATERIALS AND REPLACE WITH GRANULAR FILL AS NECESSARY PRIOR TO PLACING NEW FILL MATERIALS E25 PREVENT AGAINST COLLECTION OF ENVIRONMENTAL OR OTHER WATER SOURCES IN CLOSED WALL, BOX-SHAPED OR AND/OR PLACING FOUNDATION UNITS. OTHER BUILT-UP STEEL MEMBERS IN THE TEMPORARY CONDITION BEFORE BUILDING ENVELOPE IS ESTABLISHED. B13 SHEETING, SHORING AND BRACING FOR THE LATERAL SUPPORT OF EXCAVATION SHALL REMAIN IN PLACE UNTIL ALL D9 WHERE THERE IS A CONFLICT BETWEEN LOCATIONS OF COLUMN VERTICAL BARS AND BEAM OR SLAB HORIZONTAL THESE STEEL SECTIONS SHALL BE SEALED ELSE A COVER SHALL BE PLACED OVER OPEN ENDS OF CLOSED WALL, PERMANENT STRUCTURAL SYSTEMS BELOW GROUND LEVEL ARE COMPLETE. FOR FURTHER INFORMATION ON LATERAL BARS, THE COLUMN BARS SHALL REMAIN IN THEIR DESIGNATED POSITIONS AND BEAM OR SLAB BAR LOCATIONS SHALL BOX-SHAPED OR BUILT-UP MEMBERS. ADDITIONALLY, PROVIDE A DRAIN HOLE AT BASE OF MEMBER, TO ALLOW FOR AN SUPPORT OF EXCAVATION, SEE SPECIFICATIONS. BE ADJUSTED. COLLECTED WATER TO ESCAPE. CONTRACTOR SHALL MONITOR ALL CLOSED WALL, BOX-SHAPED OR OTHER BUILT-UP B14 NO UTILITIES, PIPES, OR OTHER ELEMENTS SHALL PENETRATE A FOUNDATION ELEMENT EXCEPT AS SPECIFICALLY SHOWN ON D10 REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. MEMBERS TO ENSURE THAT NO WATER IS COLLECTED AND STANDING WITHIN THESE MEMBERS. THE DRAWINGS. D11 COLUMN DOWELS SHALL BE SET WITH A TEMPLATE AND POSITIONED SO AS TO BE ENCLOSED BY THE COLUMN TIES. E26 BEAM AND GIRDER SHEAR CONNECTIONS TO COLUMNS SHALL CONSIST OF ONLY SIMPLE SHEAR CONNECTIONS FOOTPRINT POWER CAPABLE OF END ROTATION PER AISC REQUIREMENTS. UNLESS DETAILED OTHERWISE ON THE DRAWINGS,ANY B15 WHERE SUITABLE BEARING MATERIAL IS NOT ENCOUNTERED AT THE SPECIFICIED BOTTOM OF FOUNDATION ELEVATION, D12 DOWELS AND OTHER BARS PASSING THROUGH COLD JOINTS OR CONSTRUCTION JOINTS SHALL BE SET PRIOR TO THE CONNECTION TO COLUMNS THAT ARE NOT CAPABLE OF END ROTATION SHALL BE DESIGNED SO THAT NO MOMENT OVEREXCAVATE TO SUITABLE MATERIAL AND PLACE LEAN CONCRETE TO THE SPECIFIED BOTTOM OF FOUNDATION INITIAL CONCRETE PLACEMENT. BARS SHALL NOT BE WET-STUCK IN PLACE AFTER INITIAL CONCRETE PLACEMENT. ADMINISTRATION ELEVATION. IN ALL INSTANCES, THE SUITABILITY OF THE BEARING MATERIAL SHALL BE DETERMINED BY THE GEOTECHNICAL D13 WELDED WIRE FABRIC SHALL LAP 8"OR 1-1/2 SPACES, WHICHEVER IS LARGER,AND SHALL BE WIRED TOGETHER. RESULTS ABOUT THE COLUMN CENTERLINE.ANY MOMENT DEVELOPED DUE TO THE ECCENTRICITY OF THE CENTER OF ENGINEER. GRAVITY OF THE CONNECTION GROUP ABOUT THE COLUMN CENTERLINE SHALL BE RESOLVED BY THE INCLUSION OF BUILDING D14 REINFORCEMENT SHALL NOT BE TACK-WELDED. FIELD BENDING OF REINFORCEMENT IS NOT ALLOWED UNLESS SHOWN SUPPLEMENTAL BOLTS OR WELDS. B16 DO NOT BACKFILL BEHIND FOUNDATION WALLS UNTIL PERMANENT LATERAL STRUCTURAL SUPPORT SYSTEM IS IN PLACE AND ON THE DRAWINGS OR APPROVED BY THE ARCHITECT. OF FULL STRENGTH. MAINTAIN NOT MORE THAN A 3-FOOT DIFFERENTIAL IN FILL HEIGHTS ON EITHER SIDE OF FOUNDATION D15 PROVIDE AND SCHEDULE ON SHOP DRAWINGS THE NECESSARY ACCESSORIES TO HOLD REINFORCEMENT SECURELY WALLS AT ALL TIMES DURING BACKFILL OPERATIONS. IN POSITION. MINIMUM REQUIREMENTS SHALL BE: HIGH CHAIRS, 4'-0"O.C. WITH CONTINUOUS#5 SUPPORT BAR; SLAB �. BOLSTERS, CONTINUOUS AND 3'-6"O.C.; BEAM BOLSTERS, 5'-0"O.C. Salem, MA 01970 D16 INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE PLACEMENT. NOTIFY ARCHITECT OF COMPLETION AT LEAST 24 HOURS PRIOR TO THE SCHEDULED COMPLETION OF F STEEL DECK AND SHEAR CONNECTORS C CONCRETE THE INSTALLATION OF REINFORCEMENT. F1 STEEL DECK AND SHEAR CONNECTOR WORK SHALL CONFORM TO THE "NORTH AMERICAN SPECIFICATION FOR THE Cl CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-08), AND D17 ALL COVER BLOCKS AND BAR SUPPORTS SHALL BE CRSI CLASS 1 PLASTIC DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, INCL 2004 SUPPLEMENT" (AISI NASS-01); "SPECIFICATION FOR Project Number: 4103.000 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-05). STRUCTURAL STEEL BUILDINGS (AISC 360-05); "STRUCTURAL WELDING CODE-STEEL" (AWS D1.1-04); "STRUCTURAL C2 CONCRETE SHALL BE CONTROLLED CONCRETE, PROPORTIONED, MIXED,AND PLACED IN THE PRESENCE OF A WELDING CODE-SHEET STEEL"(AWS D1.3-98); "STANDARD FOR NON-COMPOSITE STEEL FLOOR DECK"(ANSI/NC1.0-06); REPRESENTATIVE OF AN APPROVED TESTING AGENCY. AND"STANDARD FOR ROOF STEEL DECK" (ANSI /RD1.0-06). CONSTRUCTION C3 UNLESS NOTED OTHERWISE, CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AND BE OF A TYPE AS F2 STEEL DECK PANELS SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A653, GRADE 33, WITH A MINIMUM FOLLOWS: E STRUCTURAL STEEL YIELD POINT OF 33,000 PSI,ASTM Al011 (UN-GALV), GRADE 33, OR ASTM Al008 (UN-GALV), GRADE C, WITH A MINIMUM DOCUMENTS E1 STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360-05); YIELD POINT OF 33,000 PSI. (A) GENERAL CONCRETE 5000 PSI (NORMALWEIGHT) "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES" (AISC 303-05); "SEISMIC PROVISIONS FOR F3 STEEL DECK SUPPORTING CONCRETE SLABS SHALL BE DESIGNED TO SUPPORT THE WET WEIGHT OF THE CONCRETE (B) WALLS AND FOUNDATIONS 5000 PSI (NORMALWEIGHT) STRUCTURAL STEEL BUILDINGS, INCLUDING SUPPLEMENT NO.1 DATED 2006" (AISC 341-05);AND"STRUCTURAL WELDING ALONG WITH TEMPORARY CONSTRUCTION LOADS WITHOUT THE USE OF TEMPORARY SHORING AS DESCRIBED IN THE Date Issued: (C) SLAB ON COMPOSITE METAL DECKING 4000 PSI (LIGHTWEIGHT) (AIR DRY UNIT WEIGHT 109 TO 115 PCF) CODE-STEEL" (AWS D1.1-04). PROJECT SPECIFICATIONS. UNLESS SPECIFICALLY NOTED ON THE DRAWINGS, NO STEEL DECK SHALL HAVE A (D) ALL OTHER CONCRETE EXPOSED TO 4500 PSI (NORMALWEIGHT) E2 STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH "DETAILING FOR STEEL CONSTRUCTION 2ND EDITION THICKNESS LESS THAN 18 GAGE. DEICING CHEMICALS (2002)"AND, WHERE REQUIRED, DESIGNED IN ACCORDANCE WITH REFERENCED STANDARDS. F4 STEEL DECK CROSS SECTIONS ARE ONLY REPRESENTED DIAGRAMMATICALLY ON THE DRAWINGS. 04/04/2016 E3 STRUCTURAL STEEL DETAILS NOT SPECIFICALLY SHOWN SHALL BE TAKEN AS BEING SIMILAR TO THOSE SHOWN FOR F5 PENETRATIONS THROUGH STEEL DECK PANELS, INCLUDING SLAB ON STEEL DECK ASSEMBLIES, SHALL BE NO. DESCRIPTION DATE THE MOST NEARLY SIMILAR CONDITION AS DETERMINED BY THE ARCHITECT. COORDINATED AND SHOWN ON SHOP DRAWINGS SUBMITTED TO THE ARCHITECT FOR APPROVAL. ALL PENETRATIONS C4 CONSTRUCTION JOINTS SHOWN ON DRAWINGS ARE MANDATORY. OMISSIONS,ADDITIONS, OR CHANGES SHALL NOT BE MADE E4 THE STEEL FRAME INTERACTS WITH NON-STRUCTURAL STEEL ELEMENTS TO RESIST WIND AND SEISMIC FORCES AND SHALL BE BOXED OUT AND REINFORCED PER THE APPLICABLE TYPICAL DETAILS PRIOR TO PLACEMENT OF THE SLAB. EXCEPT WITH THE SUBMITTAL OF A WRITTEN REQUEST TOGETHER WITH DRAWINGS OF THE PROPOSED JOINT LOCATIONS TO PROVIDE GENERAL STRUCTURAL STRENGTH AND STABILITY. PROVIDE TEMPORARY BRACING AND SUPPORTS TO F6 SHEAR CONNECTORS SHALL CONFORM TO ASTM A29 AND ASTM Al08, GRADES 1010, 1015, 1017, OR 1020. TYPICALLY FOR APPROVAL OF THE ARCHITECT. HOLD THE BARE STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH TEMPORARY BRACING AND SUPPORT SHEAR CONNECTORS SHALL BE 3/4" DIAMETER x 4 1/2" LONG HEADED STUDS, BUT IN NO CASE SHALL SHEAR C5 WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING SHALL NOT BE REMOVED UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEM IS COMPLETELY INSTALLED, CONNECTORS EXTEND LESS THAN 1-1/2"ABOVE STEEL DECK. LOCATION OF CONSTRUCTION AND CONTRACTION JOINTS AND CONCRETE PLACING SEQUENCE SHALL BE SUBMITTED TO THE INCLUDING THE FOLLOWING NON-STRUCTURAL STEEL ELEMENTS: F7 THE NUMBER OF SHEAR CONNECTORS REQUIRED PER BEAM IS INDICATED BY"+32", ETC. ON THE DRAWINGS. (SEE ARCHITECT FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCEMENT SHOP DRAWINGS. BEAM EXPLANATION DIAGRAM IN TYPICAL DETAILS.) C6 CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SHOWN OR NOTED. VERTICAL (A) STEEL DECK DIAPHRAGMS F8 WHERE NO SHEAR CONNECTORS ARE INDICATED FOR A BEAM WHICH SUPPORTS A CONCRETE SLAB, PROVIDE SHEAR CONSTRUCTION JOINTS AND STOPS IN CONCRETE WORK SHALL BE MADE AT MIDSPAN OR AT POINTS OF MINIMUM SHEAR AS (B) CONCRETE FILLED STEEL DECK DIAPHRAGMS. CONCRETE MUST ATTAIN 75 PERCENT OF ITS CONNECTORS AT 24 INCHES ON CENTER.WHERE NO SHEAR CONNECTORS ARE INDICATED FOR A BEAM WHICH IS A DETERMINED BY THE ARCHITECT. SPECIFIED COMPRESSIVE STRENGTH. PART OF THE LATERAL FORCE RESISTING SYSTEM, PROVIDE SHEAR CONNECTORS AT 12 INCHES ON CENTER. C7 SIZE OF CONCRETE PLACEMENTS, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: (C) CONCRETE SHEAR WALLS. CONCRETE MUST ATTAIN 75 PERCENT OF ITS SPECIFIED F9 SHEAR CONNECTORS SHALL BE EQUALLY SPACED OVER THE LENGTH OF THE BEAM. WHERE THE NUMBER OF STEEL COMPRESSIVE STRENGTH. DECK CORRUGATIONS AVAILABLE IS LESS THAN THE NUMBER OF SHEAR CONNECTORS, USE PAIRS OF SHEAR MAX CONNECTORS STARTING FROM EACH END OF BEAM AND CONTINUING TOWARD THE CENTER UNTIL IT IS POSSIBLE TO LENGTH MAX AREA RETURN TO A SINGLE SHEAR CONNECTOR IN EACH CORRUGATION. SHEAR CONNECTORS SHALL BE SPACED NOT (FEET) (SQ. FT.) E5 STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: CLOSER THAN 3"TRANSVERSELY AND 4-1/2" LONGITUDINALLY. SHEAR CONNECTOR SPACING SHALL NOT EXCEED 24 (A) FOOTINGS AND WALLS 30* - INCHES ON CENTER. (B) SLABS ON GRADE 30* 900 PLACED IN ALT STRIPS (A) UNLESS NOTED OTHERWISE ASTM A992 OR A588 GRADE 50 (Fy F10 HORIZONTAL CLEARANCE SHALL BE A MINIMUM OF 1" FROM THE EDGE OF ANY SHEAR CONNECTOR TO THE FACE OF (B) (C) FRAMED/SUSPENDED SLABS 60 3600 = 50 KSI) CONCRETE, STEEL DECK RIB, OR SIMILAR ADJACENCY. GENERAL NOTES (D) CONCRETE ON STEEL DECK 90 8100 ANGLES, CHANNELS, PLATES, BASE PLATES,AND BARS ASTM A36 (Fy= 36 KSI), LINO F11 EDGE DISTANCE FROM THE CENTER OF A SHEAR CONNECTOR TO THE EDGE OF A STRUCTURAL STEEL BEAM SHALL * EXCEED ONLY WHERE INTERMEDIATE (C) SQUARE AND RECTANGLE HOLLOW STRUCTURAL SECTIONS (HSS) ASTM A500, GRADE B (Fy=46 KSI) PREFERABLY BE 2", BUT IN NO CASE LESS THAN 1-1/4". CONTRACTION JOINTS ARE PROVIDED (D) ANCHOR RODS ASTM F1554, LINO (E) HIGH STRENGTH BOLTS ASTM A325, LINO C8 MINIMUM OF 72 HOURS SHALL ELAPSE BETWEEN ADJACENT CONCRETE PLACEMENTS. E C9 NO CONDUITS, PIPES, OR OTHER SIMILAR ITEMS OF ANY TYPE SHALL BE CAST INTO THE CONCRETE SLABS, BEAMS, COLUMNS, InWALLS, CAPS, OR ANY OTHER STRUCTURAL CONCRETE ELEMENT WITHOUT THE APPROVAL OF THE ARCHITECT. o C10 CONCRETE TO BE EXPOSED TO FREEZING TEMPERATURES IN THE FINISHED PROJECT SHALL BE AIR-ENTRAINED PER U) SPECIFICATIONS REQUIREMENTS AND HAVE A 28-DAY COMPRESSIVE STRENGTH NOT LESS THAN 4500 PSI. CLO soni N © 2016 Winter Street Architects, Inc. G STRUCTURAL DESIGN LOADS .Abbreviations .Abbreviations G1 DEAD LOADS (A) WEIGHT OF BUILDING COMPONENTS AS REQUIRED AASHTO AMERICAN ASSOCIATION STATE K KIP (1000 POUNDS) (B) ROOFING ALLOWANCE 25 PSF HIGHWAY&TRANSPORTATION (C) HUNG ALLOWANCE 10 PSF OFFICIALS LE LEFT END G2 LIVE LOADS ACI AMERICAN CONCRETE LL LOWER LAYER (A) OCCUPANCY CATEGORY II INSTITUTE LLV LONG LEG VERTICAL (B) TYPICAL OFFICE FLOOR 50 PSF ADDL ADDITIONAL LOC LOCATION (C) TYPICAL OFFICE FLOOR CORRIDORS 100 PSF AFPA AMERICAN FOREST AND PAPER LP LOW POINT (D) PARTITION ALLOWANCE 20 PSF ASSOCIATION LRFD LOAD & RESISTANCE FACTOR (n (E) SOLAR PANELS 10 PSF AIA AMERICAN INSTITUTE OF DESIGN y+ G3 SNOW LOADS ARCHITECTS 50 PSF LSV LONG SIDE VERTICAL AISC AMERICAN INSTITUTE OF STEEL (A) GROUND SNOW LOAD CONSTRUCTION LW LIGHTWEIGHT U (B) IMPORTANCE FACTOR (Is) 1 AISI AMERICAN IRON AND STEEL LWC LIGHTWEIGHT CONCRETE (C) EXPOSURE FACTOR (Ce) 1 INSTITUTE (D) THERMAL FACTOR (Ct) 1.2 AITC AMERICAN INSTITUTE OF MAS MASONRY (E) ROOF SNOW LOAD 50 PSF TIMBER CONSTRUCTION MATL MATERIAL o E G4 WIND LOADS ALT ALTERNATE MECH MECHANICAL I 0) rn 0-) o (A) BASIC WIND SPEED 105 MPH ARCHT ARCHITECT MEP MECHANICAL EQUIPMENT PAD r , o � (B) IMPORTANCE FACTOR (Iw) 1 ASD ALLOWABLE STRESS DESIGN OR MECHANICAL, ELECTRICAL, & U x Q (C) EXPOSURE CATEGORY C ASTM AMERICAN SOCIETY FOR PLUMBING �/ v�i o � s (D) VELOCITY PRESSURE COEFFICIENT (Kh) ROOF 1 TESTING AND MATERIALS MEZZ MEZZANINE �+- w � ~ Q (E) DIRECTIONALITY FACTOR (Kd) 0.85 AWS AMERICAN WELDING SOCIETY MFR MANUFACTURER CD :3rn '- - 00 (F) TOPOGRAPHIC FACTOR (Kzt) 1 MID-PT MIDPOINT N (G) GUST FACTOR (G)-SHORT DIRECTION 0.85 B OR BOT BOTTOM (H) GUST FACTOR (G)-LONG DIRECTION 0.85 BAL BALANCE NF NEAR FACE (1) EXTERNAL PRESSURE COEFFICIENT (Cp) (WINDWARD) 0.8 BEW BOTTOM EACH WAY NFPA NATIONAL FOREST PRODUCTS (J) EXTERNAL PRESSURE COEFFICIENT (Cp) (LEEWARD)-SHORT -0.5 BM BEAM ASSOCIATION DIRECTION BRG BEARING NIC NOT IN CONTRACT W (K) EXTERNAL PRESSURE COEFFICIENT (Cp) (LEEWARD)-LONG -.464 BTWN BETWEEN NO or# NUMBER DIRECTION NTS NOT TO SCALE I (L) AVERAGE DESIGN WIND PRESSURE 23.6 PSF CG CENTER OF GRAVITY NWC NORMALWEIGHT CONCRETE (M) BASE SHEAR DUE TO WIND LOADS 46 KIPS (SHORT)/33 KIPS (LONG) CIP CAST-IN-PLACE (N) MAIN WIND FORCE RESISTING SYSTEM-SHORT DIRECTION REINFORCED CONCRETE BEARING CJ CONTRACTION JOINT OC ON CENTER WALLS CL CENTERLINE OD OUTSIDE DIAMETER (0) MAIN WIND FORCE RESISTING SYSTEM-LONG DIRECTION REINFORCED CONCRETE BEARING CL CLEAR OH OPPOSITE HAND WALLS OPNG OPENING (P) MINIMUM WIND DESIGN PRESSURES FOR NON-STRUCTURAL CMU CONCRETE MASONRY UNIT ELEMENTS: CO CLEAN-OUT OSHA OCCUPATIONAL SAFETY& COL COLUMN HEALTH ADMINISTRATION i CONC CONCRETE z CONST CONSTRUCTION P/C PRECAST CONCRETE WALLS ROOFS OVERHANGS CONST JT or CJ CONSTRUCTION JOINT P/S PRESTRESSED CONT CONTINUOUS P/T POST-TENSIONED EFF. WIND NET PRESSURES(psfl EFF.WIND NET PRESSURES(psi) EFF.WIND NET PRESSURES(psfl CRSI CONCRETE REINFORCING STEEL PC PILE CAP ZONE* AREA pn+ pn- ZONE* AREA pn+ pn- ZONE* AREA pn- INSTITUTE PCI PRECAST CONCRETE INSTITUTE 4 10 26.7 -29.0 1 10 10.9 -26.7 2 10 -38.7 CTRD CENTERED PL PLATE PSF POUNDS/SQUARE FOOT 4 20 25.5 -27.8 1 20 10.3 -26.1 2 20 -38.0 PSI POUNDS/SQUARE INCH DEPR DEPRESSION 4 50 24.0 -26.2 1 50 1 10.0 -25.2 2 50 -37.1 DET DETAIL PT POINT 4 100 22.8 -25.0 1 100 10.0 -24.6 2 100 -36.4 DIA or 0 DIAMETER PVC POLYVINYL CHLORIDE 4 500 20.0 -22.3 2 10 10.9 -45.0 3 10 -63.7 DIM DIMENSION t 5 10 26.7 -35.9 2 20 10.3 -40.1 3 20 -50.0 DIR DIRECTION R RADIUS DL' DEVELOPMENT LENGTH RD ROOF DRAIN 5 20 25.5 -33.5 2 50 10.0 -33.9 3 50 -31.9 DN DOWN RE RIGHT END k 5 50 24.0 -30.2 2 100 10.0 -29.0 3 100 -18.2 DO DITTO REF REFERENCE 5 100 22.8 -27.8 3 10 10.9 -67.6 DWG DRAWING REINF REINFORCE OR REINFORCING 5 500 20.0 -22.3 3 20 10.3 -56.0 REM REMAINDER *SEE FIG 6-3 ASCE7-05 FOR DWLS DOWELS RETG RETAINING 3 50 10.0 -40.6 ZONE DEFINITION. a=7'-0" EA EACH 3 100 10.0 -29.0 EE EACH END SC SHEAR CONNECTOR EF EACH FACE SDI STEEL DECK INSTITUTE EL ELEVATION SECT SECTION G5 SEISMIC ELECT ELECTRICAL SF STEP FOOTING FOOTPRINT POWER LOADS ELEV ELEVATOR SHT SHEET (A) Ss 0.31 EQ EQUAL SIM SIMILAR ADMINISTRATION (B) S1 0.071 ES EACH SIDE SJI STEEL JOIST INSTITUTE (C) SITE CLASS p EW EACH WAY SL SPLICE LENGTH BUILDING (D) Sds 0.321 EXP BOLT EXPANSION BOLT SLV SHORT LEG VERTICAL (E) Sd1 0.321 114 EXP JT EXPANSION JOINT SOG SLAB ON GRADE (F) IMPORTANCE FACTOR (le) 1 EXT EXTERIOR SP SUMP PIT Salem, MA 01970 SPA SPACES (G) SEISMIC DESIGN CATEGORY g (H) BASIC LATERAL FORCE RESISTING SYSTEM-SHORT DIRECTION ORDINARY REINFORCED COCRETE FD FLOOR DRAIN SQ SQUARE SHEAR WALLS (A2) FDN FOUNDATION SS STAINLESS STEEL Project Number: 4103.000 (1) BASIC LATERAL FORCE RESISTING SYSTEM-LONG DIRECTION ORDINARY REINFORCED COCRETE FF FAR FACE STD STANDARD SHEAR WALLS (A2) FIN FINISH STIFF STIFFENER (J) RESPONSE MODIFICATION FACTOR (R) 4 FIN FL FINISHED FLOOR STL STEEL CONSTRUCTION (K) OVERSTRENGTH FACTOR (Do) 2.5 FL FLOOR STR STRUCTURAL (L) DEFLECTION AMPLIFICATION FACTOR (Cd) 4 FPRF FIREPROOF SUP SUPPORT DOCUMENTS (M) ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE FT FEET OR FOOT SYM SYMMETRICAL (N) BUILDNG FUNDAMENTAL PERIOD (T) 0.14 SEC FTG FOOTING (0) BUILDING SEISMIC WEIGHT 640 KIPS T TOP Date Issued: (P) BASE SHEAR DUE TO SEISMIC LOADS 51 KIPS GA GAUGE OR GAGE T&B TOP & BOTTOM GALV GALVANIZED TB TIE BEAM 04/04/2016 GB GRADE BEAM THK THICK OR THICKNESS GENL GENERAL THRD THREADED NO. DESCRIPTION DATE GR GRADE TOC TOP OF CONCRETE GUS PL GUSSET PLATE TOS TOP OF STEEL TOW TOP OF WALL H or HORIZ HORIZONTAL TYP TYPICAL HEF HORIZONTAL EACH FACE * HIF HORIZONTAL INSIDE FACE U.L. UNDERWRITERS LABORATORIES HOF HORIZONTAL OUTSIDE FACE UL UPPER LAYER HP HIGH POINT UNO UNLESS NOTED OTHERWISE HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SECTION V or VERT VERTICAL HT HEIGHT VEF VERTICAL EACH FACE VIF VERTICAL INSIDE FACE IBC INTERNATIONAL BUILDING CODE VOF VERTICAL OUTSIDE FACE ID INSIDE DIAMETER IN INCH W/ WITH INCL INCLUSIVE OR INCLUDING WP WORKING POINT GENERAL NOTES INFO INFORMATION WPG WATERPROOFING INSUL INSULATION WWF WELDED WIRE FABRIC INV INVERT JT JOINT a M O ' S0w2 Lo f0 e-- O 4 0 2016 Winter Street Architects, Inc. NOTE: NOTES: SL = SPLICE LENGTH 1. SUBGRADE SPECIFIED ON THIS DRAWING AND ON OTHER DRAWINGS HEREIN SHALL CONFORM TO THE MATERIAL GRADATION, PLACEMENT AND COMPACTION REQUIREMENTS OF THE SPECIFICATION. 2. PROVIDE UNDERSLAB DRAINAGE AS SHOWN BELOW SLABS ON GRADE. VERTICAL WALL REINF NOTES: TO EXTEND TO BOTTOM 1. THE EXACT SIZE, SHAPE AND LOCATION OF EQUIPMENT (HOUSEKEEPING) OF FOOTING PAD(S) SHALL BE DETERMINED BY THE CONTRACTOR AFTER APPROVAL OF EQUIPMENT SHOP DRAWINGS. ANCHOR BOLTS, WHERE REQUIRED, SHALL BE SIZED AND LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. SUPPORT WWF ON DENSE CONC 2. PADS ON FRAMED SLABS SHALL NOT BE THICKER THAN 6". WHEN THICKER BLOCK AT 4'-0"OC EA DIRECTIONHORIZ I- 4 -0 I S�- / / 1 BAR EF TO MATCH PADS ARE REQUIRED, NOTIFY THE ARCHITECT. REINF WALL MIN I / SL HORIZ REINF SL ROUGHEN SURFACE OF SLAB CONT CONTRACTION JOINT REINF / TREAT AS CONST JOINT WWF TO BE CONT W 1/8"x1-1/2"GALV STEEL THROUGH CONST JOINT U PARTING PL OR SAW CUT L - - - - - - - - - - - - -�— / - - - - - - - - - - - 6" N WWF4x4-W4.OxW4.0 2„TYP f / #4 CONT M .. o E 0 +• vi ' / I FOOTING CONSTRUCTION JOINT (CJ) M'' ~ REINFORCING PADS OVER U — —x x—x PADS UP TO U o ~ 12" HIGH "' 12" HIGH a) o 2i � "= VAPOR RETARDER ( � / I O RIGID INSULATION AT ALL INTERIOR W a) Q SEE EARTHWORK SPECIFICATION SLABS ON GRADE Q N CO CO r- / D/2 MIN 2 - - - - - - - - - - 6" #4 TIES @ 12" MAX -III III III-III=III= o #4@18" MAX IIIIIIIII—III III I �" _ ALL AROUND (TYP) W SL STEPPED FOOTING (SF) W 1 ELEVATION OF STEPPED FOOTING AT !FOUNDATION WALLS CONCRETE EQUIPMENT PAD SLAB ON GRADE In N.T.S 2 N.T.S 3 N.T.S W i.. Z NOTE: MAINTAIN A MINIMUM SLOPE OF NOTE: NOTES: 6" PER 100 FEET WHERE SHOWN DRAIN PIPE SHALL NOT PASS UNDER OR THROUGH WALL ON DRAWINGS FOOTING. LOWER FOOTING BY STEPPING TO AVOID 1. WALL OPENINGS SHALL BE COORDINATED & DETAILED INTERFERENCE. FLUSH CAP FOR SLEEVES FOR PLUMBING LINES, SEE PLAN. ON THE REINFORCEMENT SHOP DRAWINGS. FINISH GRADE, SLAB, BY APPROVED BY ARCHT 2. OPENINGS NOT TO EXCEED T-0" IN EITHER DIRECTION. OR FINISHED FLOOR DRAIN PIPE SHALL HAVE NO PERFORATIONS CONCRETE MUD SLABWHILE PASSING THROUGH WALL. WATERPROOFING GALV STEEL FL SLAB U BARS SAME SIZE AND SPACING THROUGH WALL EVE OF INTERRUPTED WALL REINF U -J TYP 4 SIDES 4" MIN 3/4"CRUSHED J SERIES OF co STONE AROUND PIPE PIPE SLEEVES w = DRAIN PIPE PIPE w v - -- = INTERRUPTED (REINF — — — — — — — — PIPE --- ---- _ DRAINAGE FABRIC •'- L FOOTPRINT POWER HOOK REINF WHERE BARS CANNOT FLOW EXTEND SPECIFIED LENGTH BEYOND - ,(; — OPENING ADMINISTRATION DRAINAGE FILL MATERIAL /II 2-#5 ADD'L EACH FACE MIN; BUT NOT LESS THAN 50% OF INTERRUPTED TYPE I OR II. SEE GEOTECH - I—I IIIIII- (—III— I I—I I BUILDING WALL REINF EACH SIDE OF OPENING. SPACE BARS AT 3"OC, EACH FACE. PROVIDE A PLUG WYE HERE LENGTH OF ADD'L REINF = L (OR H) + (2x SPLICE LENGTH) IF AT BEGINNING OF RUN Salem, MA 01970 REINF. AT OPENINGS IN CONCRETE WALLS & SLABS FOUNDATION DRAIN CLEANOUT CO FOUNDATION DRAINAGE THROUGH WALL 4 5 ..NTs 6 N.T.S N.T.S Project Number: 4103.000 NOTE: FOR CURB W AND H DIMENSIONS, SEE ARCHT DRAWINGS. CONSTRUCTION DOCUMENTS #4@12" #4@12" EF = MIN 1 BAR = MIN 1 ROW NOTE: Date Issued: MAXIMUM POUR LENGTH RESTRICTED TO 60'-0" WITH VERTICAL CONTRACTION JOINT AT 30'-0" MAX- 04/04/2016 NO. DESCRIPTION DATE #4 CONT TYP #4 CONT TYP EARTH SIDE 3/4" SEALING COMPOUND #4@12"STD HOOK #4@12"STD HOOK TYP 1'-0" LG KEYS @ 2'-0"OC WALL REINF 211 INTERIOR FACE Imo_ JI H co #4@12" #4@12" EF = MIN 1 BAR = F1 MIN 1 ROW M •: CONT 6" PVC WATERSTOP EXTERIOR FACE WALL REINF EXPOSED FACE .+ - n /4" REGLET, IF EXPOSED ROUGHEN �#4@12" ROUGHEN #4@12" FOR DETAILS, SEE COMPRESSIBLE FILLER, SURFACE DRILL & EPDXY SURFACE DRILL& EPDXY ARCHT DRAWINGS SEE ARCHT. TYPICAL 4" EMBED 4" EMBED (CAULK BELOW GRADE) DETAILS W = LESS THAN 8 W - 8 OR MORE NOTE: DRILLING AND EPDXYING OF CURB DOWELS a MUST DEVELOP FULL STRENGTH OF REBAR. 0 N 7 CONCRETE CURB DETAIL VERT. CONSTR. JOINT IN CONC. WALLS SEPERATION JOINT AT RETAINING WALL S0w3 0 2016 Winter Street Architects, Inc. GENERAL NOTES: 1. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST IN THE MEMBER BELOW THE REINFORCEMENT. WALL REINFORCEMENT IS CLASSIFIED AS OTHER BARS. MINIMUM SPLICE AND DEVELOPMENT LENGTH 2. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3, OR WHERE SPLITTING TENSILE SCHEDULE FOR REINFORCING BARS STRENGTH fct IS SPECIFIED MULTIPLY BY6.7 fc/fct >1.0 3. DEVELOPMENT LENGTHS ARE EQUAL TO THE CLASS A SPLICE LENGTHS GIVEN IN THE TABLES. DEVELOPMENT LENGTHS fc =4000 PSI NORMALWEIGHT CONCRETE Fy=60000 PSI UNCOATED BARS FOR EPDXY COATED BARS AND LIGHTWEIGHT CONCRETE SHALL BE MULTIPLIED BY THE APPROPRIATE FACTORS. 4. SPLICE LENGTHS ARE EQUAL TO THE CLASS B LENGTHS GIVEN IN THE TABLES EXCEPT CLASS A SPLICE LENGTHS MAY BE rn TENSION LAP SPLICE LENGTHS COMPRESSION STANDARD HOOK COMPRESSION USED WHERE THERE IS EXCESS REINFORCEMENT AT THE SPLICE AS GIVEN IN THE EXCESS REINFORCEMENT SPLICE 1J J BAR LAP DEVELOPMENT DEVELOPMENT LAP SPLICE SCHEDULE AS DETERMINED BY THE ENGINEER. SPLICE LENGTHS FOR EPDXY COATED BARS AND LIGHTWEIGHT CONCRETE SIZE CLASS LENGTH LENGTH LENGTH SHALL BE MULTIPLIED BY THE APPROPRIATE FACTORS. TOP BARS OTHER BARS 5. LAP SPLICES OF#14 AND#18 BARS ARE NOT PERMITTED, VALUES GIVEN ARE DEVELOPMENT LENGTHS ONLY. CASE 1 CASE 2 CASE 1 CASE 2 [2] 6. LAP SPLICES ARE NOT PERMITTED INTENSION TIE MEMBERS. USE MECHANICAL OR WELDED SPLICES PER ACI 12.15.5. W A 19" 28" 15" 22" �... #3 8" 7" 12" B 24" 36" 19" 28" A 25" 37" 19" 29" T #4 10" 10" 15" U U) o L) B 3;2" 48" 25" 37" TYPICAL ABBREVIATIONS a) o 2 TT A 31" 47" 24" 36" < - LESS THAN w ~ #5 12" 12" 19" d b = NOMINAL BAR DIAMETER - rl 11 11 11 B 40 60 31 47 > = GREATER THAN <_ = EQUAL TO OR LESS THAN N CO (0 rn A 3'7" 56" 29" 43" #6 15" 15" 23" > = EQUAL TO OR GREATER THAN B 48" 72" 37" 56" j A 5,4" 81" 42" 63" W #7 17" 17" 27" B 710" 106" 54" 81" W A 62" 93" 48" 71" #8 19 19 3011 CATEGORY B 810" 121" 62" 93" �• A TO" 105" 54" 81" STRUCTURAL CONCRETE CATEGORY ACCORDING TO CENTER-TO- #9 22" 22" 34" CENTER BAR SPACING In B 911" 136" 70" 105" ELEMENT COVER <2d b >2d b <3d b >3d b A 79" 118" 61" 91" #10 24" 24" 38" <d b CASE 2 CASE 2 NA NA w B 102" 153" 79" 118" BEAMS AND A 87" 131" 67" 1011, COLUMNS >d b CASE 2 CASE 1 NA NA #11 27" 27" 43" B 113" 170" 87" 131" ALL OTHERS <d b NA NA CASE 2 CASE 2 Z [1] >d b NA NA CASE 2 CASE 1 #14 N/A 105" 157" 81" 121" 32" 32" N/A #18 N/A n " rr n n "139 209 107 161 43 43 N/A [1] EXCESS REINFORCEMENT i SPLICE SCHEDULE NOTES: 1. COMPRESSION LAP SPLICES ARE NOT ALLOWED FOR#14 AND#18 BARS. *RATIO OF REINFORCEMENT MAXIMUM PERCENT OF As SPLICED 2. HOOK DEVELOPMENT LENGTH VALUES TO BE MULTIPLIED BY 1.2 FOR EPDXY COATED BARS. As PROVIDED WITHIN REQUIRED LAP LENGTH As REQUIRED 50% 100% > 2 CLASS A CLASS B < 2 CLASS B CLASS B * RATIO OF AREA OF REINFORCEMENT PROVIDED TO AREA OF REINFORCEMENT REQUIRED BY ANALYSIS AT SPLICE LOCATIONS. REINFORCING SPLICE AND DEVELOPMENT LENGTHS 1 N.T.S FOOTPRINT POWER ADMINISTRATION BUILDING NOTE: PERFORATED PVC PIPES LAID TO INVERT ELEVATIONS SHOWN Salem, MA 01970 ON PLAN. MAINTAIN A MINIMUM SLOPE OF 6" PER 100 FEET AT ALL TIMES WHERE SHOWN ON PLAN. Project Number: 4103.000 WATERPROOFING —►I CONSTRUCTION FOUNDATION WALL oPE I CONOPTISOT NAL JOINT DOCUMENTS I FIN GRADE S1- o I MATCH SIZE & SEE SPLICE STD YP OK a Q I SPACING OF Date Issued: N o I SMALLER HORIZ SCHEDULE 1'-0" MIN o o I BARS I 04/04/2016 SEE SPLICE w w Y HORIZ BARS NO. DESCRIPTION DATE COMPACTED I J p z SCHEDULE GRAVEL FILL ( a 0 0- w w w = HORIZ BARS U - HORIZ BARS w v a 0 SLAB cn v� cn w 6" DIA PERFORATED 1'-0" MINI VAPOR RETARDER N Q PVC PIPEL i 0"TYP 0"TYP MATCH SIZE & SPACING "U" BARS AT ENDS OF WALLS LAP OUTSIDE BARS OR PROVIDE OF HORIZ BARS IN THIS MATCH SIZE &SPACING OF z - CORNER BARS AS SHOWN. HORIZ WALL REINF �' \ i HORIZ BARS WALL I ORIGNAL UNDISTURBED o WHERE SIZES OF OUTSIDE HORIZ SOIL N ROCK I 11 I BARS DIFFER, DETERMINE SPLICE � i I LENGTH BY USING SMALLER SIZE 6" MIN 3/4" CRUSHED STONE __ _____________-__ AROUND PIPE -----' AT CORNERS AT INTERSECTIONS AT DISCONTINUOUS ENDS MIRAFFI FILTER FABRIC MIRAFFI FILTER FABRIC OR APPROVED EQUAL OR APPROVED EQUAL TYPICAL '��/ PICAL 2 DETAILS 1 � i DO NOT EXCAVATE BELOW THIS LINE a I PERIMETER AND FOUNDATION DRAINAGE HORIZONTAL WALL REINFORCEMENT PLANS . SOm4 ID N N.T.S N.T.S © 2016 Winter Street Architects, Inc. CL CL COL COL BASE PL SCHEDULE Z 3" LONG HORIZ SLOTTED Y COL. SIZE BASE PL SIZE FOR BASE PL SIZE i z FOR BASE PL SIZE z 1 11 HOLES FOR ADJUSTMENT SEE SCHEDULE _ � SEE SCHEDULE COL cn p W6x20 12' x 12" x 1' 7/8 DIA x 9 LONG z HSS COL O HEADED STUDS FIN I 00 FIN 20 x HSS5x5 13" x 13" x 1" TOP OF z -7 z FOOTING TOP OF = — FOOTING FOR EMBED PL SIZE M SEE SCHEDULE o - ' ANCHOR BOLTS ANCHOR BOLTS i [i r SET w/TEMPLATES SET w/TEMPLATES } W 00 GRID L f ELEVATION GRID o ELEVATION } T a o) rn -+- ti 11L11 N ci a ~ U o0 2,/" 2" a) p � n IL w O L v Q 4- 1" DIA F1554 TYPEf GRADE 36 ANCHOR N m o =3 CU � N N Cn Cf) M IN BOLTS �— —� ♦ — — Ep - — GRID i> EMBEDDED PLATE SCHEDULE Q W TYP EA 7ZJ 4 - 1" DIA F1554 FOR BASE PL SIZE BEAM SIZE PLATE SIZE TOTAL NUMBER NUMBER OF — _ w W FLANGE GRADE 36 (TxWxL) OF STUDS HORIZ ROWS ANCHOR BOLTS SEE COL SCHEDULE n/ ADD PL WASHER 5/16 HSS COL W10&W12 3/4"x14"x14" 6 3 v Y• 2/ TYP %"x3"x3"TYP 2"AT W8 PLAN W14 3/4"x14"x20" 6 3 PLAN W16 3/4"x20"x20" 9 3 In W18 1"x20"x2O" 9 3 TYPE A TYPE B W21 1"x20"x20" 1 12 14 PLAN DETAIL ADDED VERT W REINF FULL HT OF WALL COLUMN BASE PLATE STEEL BEAM SUPPORT AT CONCRETE WALL Z 1 2 — N.T.S N.T.S NOTE: BfI FOR R AND Rc, SEE GENERAL NOTES ON S0.1 MEMBER SIZE 1/4"STIFF PL ES OF WEB 1/4"STIFF PL ES OF WEB LL CONNECTION INDICATES NUMBER ALIGN w/HANGER SHEAR CONNECTORSS ALIGN w/HANGER L2-1/2x2-1/2x1/4 ADDED W8x10 L4x4x3/8 T&B PROVIDE BEAM o CONNECTION FOR STAIR SHAFT i HORIZ (AXIAL) SHAFT TYP o AT COLUMN WEB LOAD IN BEAM TYP 01 i H=+/-30k W16x31+2 3 SIDES TYP 20k OR (-7-1/2") C+1" 20k ORH o gfl R=20k ► R=20k FLOOR FRAMING OR TORSION � ADDED W8x10 1/4" PL ON CTR CONNECTION OF BEAM END REACTION 3 SIDES TYP BEAM TO BEAM --� „ PL HANGER ROD HANGER ROD FOOTPRINT POWER GRAVITY MOMENT 1/2 COLD FORMED CAMBER AT MID-SPAN OF BEAM ADMINISTRATION CONNECTION ALL CAMBERS,WHETHER INDUCED OR NATURAL HANGER ROD L4x4x3/8 T&B NOTE: MILL CAMBER, SHALL BE WITH CAMBER UP Bfl INDICATES FULL DEVIATION FROM TOP OF STEEL ELEVATION ALTERNATE HANGER DETAIL A ALTERNATE HANGER DETAIL B BUILDING FLANGE WIDTH TYPICAL HANGER DETAIL AT COLUMN FLANGE INDICATES SUPPORT POINT FOR CANTILEVERED SPANDREL BEAM, SEE PLANS FOR LOCATIONS Salem, MA 01970 INDICATED THUS ON PLAN: TORSION CONNECTION AT COLUMN BEAM EXPLANATION DIAGRAM BRACING OF BEAMS AT HANGERS Project Number: 4103.000 3 N.T.S 4 N.T.S 5 N.T.S CONSTRUCTION NOTES: 1. FOR R AND Rc, SEE REACTION ON PLAN. DOCUMENTS 2. PROVIDE ERECTION ANGLES AS REQUIRED PER OSHA. 3. PER AISC, TYPICAL BEAM CONNECTIONS SHALL GENERALLY 3 SIDES TYP CONSIST OF: DOUBLE ANGLE CONNECTIONS, END PL o , Date Issued: CONNECTIONS, SINGLE PL CONNECTIONS, OR TEE CONNECTIONS. o 04/04/2016 STANDARD AISC 01 CONNECTION 3/8" STIFF PL ES NO. DESCRIPTION DATE COPE BOT FLANGE FS 0 0 R OR FITTED STFNR WALL REINF 0 0 Rc e PLATE (MIN 3/8") SEE DETAILS 010 #4@12"O.C. 4'-0" MIN DESIGN CONNECTION FOR REACTION SLAB REINF. SEE PLANS W BEAM TO W BEAM OR TS SHOWN ON PLAN PLUS MOMENT R x e USE OF THREADED DOWELS (MIN 10 KIP-FT). LOCALLY REINFORCE x—x—x—x—x—x—x—x—x—x W COL FLANGE m MEMBER AT CONNECTION AS INSERTS MAY BE PERMITTED. SPA REQUIRED TO DEVELOP SPECIFIED I SUBJECT TO APPROVAL NOTED THUS ON PLAN MEMBER FORCE. SPAN DIRECTION SHOWN FOR PRESENTATION ONLY EE ARCHT FOR THERMAL DOWELS TO MATCH SLAB. STANDARD AISC STANDARD AISC S / THREADED DOWEL INSERTS MAYBE CONNECTION CONNECTION 3 SIDES TYP o 1 I SEE ARCHT FOR THERMAL/ VAPOR BREAK PERMITTEDSUBJECT TO APPROVAL. 01 1 VAPOR BREAK WALL REINF SEE DETAILS RO > ROR Rc Rc 3/8"STIFF PL ES MIN 3/8" PL W/5/8" DIA. HI TI KWIK BOLT TZ TYPICAL PICAL DESIGN CONNECTION FOR REACTION CENTERED ON TS ANCHORS @ 18" O.C. DO NOT SHOWN ON PLAN PLUS MOMENT R x e BEAM DAMAGE ANY REBAR DURING DETAILS W BEAM TO (MIN 10 KIP-FT). LOCALLY REINFORCE a DRILLING W BEAM MEMBER AT CONNECTION AS T&B REQUIRED TO DEVELOP SPECIFIED W BEAM TO MEMBER FORCE. W COL WEB a v LO TYPICAL BEAM CONNECTIONS SHEAR PLATE CONNECTION COMPOSITE SLAB TO WALL CONNECTION FIRST FLOOR TO WALL CONNECTION SOm5 7 N 6 N.T.S N.T.S $ 3/4" = 1'-011 9 3/4" = 1'-0" 0 2016 Winter Street Architects, Inc. CL OF SUPPORT CL OF SUPPORT 1 MARK-SEE PLAN SEE PLAN 1 MARK-SEE PLAN SEE PLAN 9" 11" SCHEDULE OF OPENINGS IN WEB OF STEEL BEAMS WEB OPENING HORIZONTAL PLATES MARK TYPE U L H C Th b LENGTH OF PL (Lh) WELD SIZE (W) O 10" DIA - - 3/8" 2" 1'-8" 1/4" B TYPE C 12"SQ TYPE D 8" RD W 20 3" DIA - - - - - - C OTHER INFORMATION ASSHOWN IN TYPES A& B � o E _ ti U 3 14" 14" - 1/2" 3" 2'-4" 5/16' A CO o r- 4- °� rn ® - - - - - - - - x < a� 0 - - - - - - - - lzt CL OF SUPPORT MARK-SEE PLAN In oM L 5 SEE PLAN CL OF SUPPORT 1 MARK-SEE PLAN w 00 CO Q O6 - - - - - - - - HORIZ PUS EA SIDE OF SEE PLAN N r*_ BEAM WEB, SEE SCHEDULE b \ F- \ W - - - - - - - - - - - — a _ < -C--C — — W (12 - - - - - - - - L OPENING (L) Lh TYP W LENGTH OF PLATES (Lh) SEE SCHED EQUAL EQUAL EQUAL EQUAL W W NOTES: TYPE B TYPE A I•' 1. SEE PLANS FOR LOCATIONS OF BEAM OPENINGS. 4. R =2x WEB THICKNESS. OTHER INFORMATION AS 2. WHERE NO C DIMENSION IS PROVIDED USE C = D/2. 5. STEEL PLATES AND OTHER ACCESSORIES REQUIRED FOR THE SHOWN IN TYPE A 3. DIMENSIONS GIVEN IN SCHEDULE ARE IN INCHES. REINFORCING OF OPENINGS IN THE WEBS OF STEEL BEAMS SHALL MEET ASTM A572 STANDARDS. PROVIDE AN ALLOWANCE FOR THE FOLLOWING SHOP OPENINGS: MARK 1O ... 05 MARK 2O ... 40 1 DETAILS AND SCHEDULE OF OPENINGS IN STEEL BEAMS N.T.S STEEL ANGLE LINTEL SCHEDULE NOTES: MAXIMUMI CLEAR MINIMUM WALL THICKNESS 1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS IN ACCORDANCE WITH THE CL COL SPAN MASONRY BEARING SCHEDULE ABOVE. INSTALL LONG LEG VERTICAL. SEE ARCHT DRAWINGS FOR LOCATIONS. & BEAM OPEWNG (NOTE 2) 4"WALL 6"WALL 8"WALL 2. PROVIDE 6"MINIMUM BEARING AT EACH END BUT NOT LESS THAN 1" PER FOOT OF SPAN. 3'-(0" 0-6" 1-L3-1/2x3-1/2x5/16 2-L3x2-1/2x5/16 2-L3-1/2x3-1/2x5/16 FILL 2 COURSES OF MASONRY BELOW BEARING WITH MORTAR. W SHAPE BEAM FOOTPRINT POWER I I THRU PL 4'-10" 0-6 x3-" 1-L41/2x5/16 2-L3x2-1/2x5/16 2-L4x3-1/2x5/16 3. WHERE MINIMUM BEARING CANNOT BE PROVIDED,ATTACH SECURELY TO ADJACENT STRUCTURAL MOMENT PL MEMBERS BY BOLTING, SEATING,WELDING OR PROVIDE SEPARATE SUPPORTS. 5'- 0" 0 -6" 1-L4x3-1/2x5/16 2-L3-1/2x2-1/2x5/16 2-L5x3-1/2x5/16 4. WHERE LINTELS OCCUR IN EXTERIOR WALLS, MINIMUM THICKNESS SHALL BE 5/16"AND ANGLES ADMINISTRATION o — — — SHALL BE HOT-DIP GALVANIZED. � o 6 -IO 0-6 1-L5x3-1/2x5/16 2-L3-1/2x2-1/2x5/16 2-L5x3-1/2x5/16 BUILDING 5. WHERE WALL THICKNESS EXCEEDS 8", PROVIDE 1 ADDITIONAL ANGLE FOR EACH ADDITIONAL I ; o 8'-10" 0-8" - 2-L3-1/2x2-1/2x5/16 2-L6x3-1/2x3/8 4"THICKNESS OF WALL. I I — — — Salem, MA 01970 STANDARD AISC PLAN DETAIL STEEL ANGLE LINTEL SCHEDULE CONNECTION L HSS SUPPORT Project Number: 4103.000 RECTANGULAR, SQUARE, OR HSS SHAPE MEMBER w/ MEMBER N.T.S ROUND HSS SHAPE COLUMN WELDED END PL CONN CONSTRUCTION W BEAM TO HSS COLUMN ADD'L TOP REINF DOCUMENTS HSS BEAM TO HSS BEAM AS REQUIRED MOMENT CONNECTION SEE PLAN CONT. CHAIRS CONT CHAIRS SUPPORTING WWF Date Issued: CL CL COL SUPPORITING WWF TOPPING SLAB WHERE REQ'D REQ'D OVER ALL BEAMS AND AT REQ OVER ALL BEAMS 4'-0" OC EACH WAY _ COL & BEAM SEE PLANS FOR THICKNESS AT 4'-0" O.C. EA. WAY A 3'-0" MIN 3'-0" MIN B 04/04/2016 NO. DESCRIPTION DATE I W SHAPE BEAM I I I SEE NOTE 4 x—x—x—x—x WWF SEE NOTE 4 I I DECK CLOSURE x—x —x—x—x—x—x—x—x—x—x—x— x—x—x x—x— — x—x—x—x—x—x—x—x—x I I I o WT AS REQ'D i TYP AT SLAB NOTE 3 w z 145 CONT o EDGES i i i w g LAP @ CORNERS a I I 145 CONT w/RETURNS LAP @ CORNERS STEEL DECK 145 CONT AT END 16 GA MIN DECK CLOSURE DISCONTINUOUS EDGES. I I I OR MEMBER PARALLEL OF HOOKED BARS MEMBER PARALLEL MEMBER PERPENDICULAR @ ' I STANDARD AISC CONN I I WHERE A OR B EXCEEDS (WT SHAPE SHOWN) I TO DECK SPAN TO DECK SPAN TO DECK SPAN 8", SEE SHEET S0.7 DETAIL#4 RECTANGULAR OR SQUARE HSS SHAPE COLUMN NOTES: W BEAM TO HSS COLUMN 1. SHEAR CONNECTORS AND FIREPROOFING NOT SHOWN FOR CLARITY. TYPICAL PICAL 2. PROVIDE 3/4"COVER TO REINFORCEMENT AND SUPPORT ON INDIVIDUAL BAR CHAIRS @ 4'-0" ON CENTER. ALTERNATE CONNECTION PIECES: 3. UNFRAMED OPENINGS TO BE BLOCKED OUT WITH FORMWORK. DOUBLE ANGLE OR SHEAR TAB DECK SHALL BE CUT AFTER CONCRETE HAS CURED. DETAILS 4. AT EXTERIOR SLAB EDGES PROVIDE#5@12"T. SEE DETAIL 4 ON SHEET S0.7 FOR ADDITIONAL REQUIREMENTS. AT OTHER INTERIOR SLAB EDGES, PROVIDE#4@12"T, EXCEPT WHEN DIMENSION "A"OR "B" IS 6" OR LESS, REINF IS NOT REQUIRED. 1p Ln M TYPICAL HSS CONNECTIONS REINFORCING IN STEEL DECK SUPPORTED SLABS SOn6 CD N.T.S N.T.S C © 2016 Winter Street Architects, Inc. SHEAR CONNECTOR WWF SHEAR CONNECTOR X—X— —X —X—X X—X—X —X—X X—X— 3" M I N 1" STEEL DECK SPRAY ON STEEL X—X X—X—X X— —X X—X 3/16 2-12 DECK DAM ALTERNATE CELLS FIREPROOFING ONLY SO THAT FLOW OF CONC CAN ENGAGE SHEAR CONNECTORS CONT PL OR WT ROOF DECK - CHANNEL 2-12 3/16 2-12 '^ 2-12 SUPPORT ANGLE u, L BEAM OR r STEEL DECK SPANNING GIRDER 3/4"x 3/8" BAR CONT MAINTAIN RIB PARTIAL PERPENDICULAR WITH STEEL BEAM WIDTH OVER PEN 1/4 MAX W BEAM FLANGE STEEL DECK DIRECTION CHANGE 2-12 L RIB 1 NOTE: WIDTH FOR EXACT GEOMETRY, SEE ARCH DWGS. _ a) rn r , 6�� MAX U x ¢ ~ m x x x x x 3" MIN SHEAR CONNECTOR w CO STEEL ROOF X X X X—X—X X—X—X— DECK I o � coo U) 16 GAGE DECK —X X CLOSURE AS REQ'D BEAM OR GIRDER 1/4" BENT PL 3/8" MIN SEAT W NOTE: FOR BEAM SIZE STEEL DECK ANGLE w/MIN 3" TYP MUST BE IN CONTACT WITH BEAM TO SEE PLAN HORIZ LEG LENGTH 2-12 LY '. t ENSURE THAT FLANGE DOES NOT FALL UNDER OF VERT LEG HIGH CELL RESULTING IN UNBRACED BEAM. DETERMINED BY FOR BEAM SIZE DEPTH OF I SEE PLAN DEPRESSION (TYP) STEEL DECK SPANNING PARALLEL WITH STEEL BEAM � SLAB CONSTRUCTION.O STEEL DECK CHANGES IN SLAB THICKNESS OR ELEVATION W 2 N.T.S N.T.S Z CASE 1 _ CASE 2 2" MIN TYP �T� l i�" I 1/4" BENT PL 7 3-12 B SPAN DIRECTION SEE NOTE 4 OF STEEL DECK I I I I co 1/4" BENT PL STEEL DECK ` 7 w I I x-x-x-x-x-x-x-x-x-x-x- — a = w 2"RET �' 0�� I � I��I BEAM TOP Qoco co a �� O FLANGE b m _J w / 6„ 3/4" DIA x 8" LONG L J O II J w w BEAM BEYOND STUDS 12" O.C. Z Y � � � J @ OV 0 cn > � w TYP - - - U o �. - - - f— - Q p 3-12 L6 x 3 1/2 x 5/16 LLV CONT. = w - - - J L_ - _ �% - awcn w THREE Ei Z� 0 O 3/8" STIFFENER @ 4'-0" 3-12 SIDES TYP. O.C. TYP EACH SIDE MEMBER PERPENDICULAR NOTE 1 a w o r OQ� 0 II TO DECK SPAN TYP D (SEE NOTE 2) j TYP MEMBER PARALLEL PIPE OR OTHER OBSTRUCTION �� TO DECK SPAN I I II I �F NOTES: TOPS FLUSH, TYP 1. SHEAR CONNECTORS AND FIREPROOFING NOT SHOWN FOR CLARITY. 2. PROVIDE 3/4"COVER TO REINFORCEMENT AND SUPPORT ON INDIVIDUAL BAR CHAIRS @ 4'-0" ON CENTER. C NOTES: 3. UNFRAMED OPENINGS TO BE BLOCKED OUT WITH FORMWORK. FOOTPRINT POWER NOTES: 1. L5x3-1/2x1/4 LLV WHEN L 5'-0" MAX f1 DECK SHALL BE CUT AFTER CONCRETE HAS CURED. ADMINISTRATION DMINISTp /,TION = 1. DECK SUPPORT ANGLES TO BE L2-1/2x2-1/2x1/4 (TYP) L6x4x1/2 LLV WHEN L = 9'-0" MAX 4. AT EXTERIOR SLAB EDGES PROVIDE#5@12"T. AT OTHER INTERIOR SLAB EDGES, C10x20 WHEN L= 12'-0" MAX PROVIDE#4@12'7, EXCEPT BUILDING 2. DECK SUPPORT ANGLES ARE NOT REQUIRED DIMENSION "B"SHALL NOT EXCEED 2'-0". WHERE "D" IS 6"OR LESS. 2. THIS DETAIL TO BE USED AT CONDITIONS WHERE DECK IS OBSTRUCTED BY OPENINGS, MOMENT TYPE A CONNECTIONS OR OTHER SIMILAR CONDITIONS. Salem, MA 01970 TYPE B Project Number: 4103.000 PLAN OF DECK SUPPORT AT COLUMNS AND OTHER OBSTRUCTIONS REINFORCING IN STEEL DECK SUPPORTED SLABS 3 N.T.S 4 N.T.S CONSTRUCTION DOCUMENTS NOTES: CL Date Issued: 1. SEE ARCHT DWGS FOR LOCATIONS OF OPENINGS. FLUTE 6 1/2"TYP I 1/2"TYP 04/0412 0 1 6 PANEL NO. DESCRIPTION DATE PANEL END- PROVIDE CLOSURE PL TACK WELDED 1. PANEL END .............. 3/4" DIA PUDDLE WELDS @ 12"OC WIDTH 7 _�, 1 OR SCREWED TO PANEL AT 2'-6"OC TYP (3/4" DIA PUDDLE WELDS @ 6"OC ROOF DECK) 2'-0" (NO OPENINGS 2'-0" (NO OPENINGS IN THIS AREA) OPENING IN THIS AREA) r-- --- --- -- - --- —1 PROVIDE FILLER PIECES FROM PANEL SIDE TO 2.ABUTTING ENDS ..... 3/4" DIA PUDDLE WELDS @ 12"OC EA PANEL w I I I (3/4" DIA PUDDLE WELDS @ 6" OC EA PANEL ROOF DECK) SUPPORTING STEEL WHERE PANEL HAS LESS THAN LAPPED ENDS .......... 3/4" DIA PUDDLE WELDS @ CENTER OF LAPPED ENDS. M 4 i 6 i i 1-1/2"WIDE CONTACT WITH SUPPORTING STEEL cn w 3. PANEL INTERMEDIATE SUPPORT ..... 3/4" DIA PUDDLE WELD @ 12"OC = O i i i 5 (3/4" DIA PUDDLE WELD @ 6"OC ROOF DECK) d w w i 3 i i 1 4. PANEL SIDE .......... 3/4" DIA PUDDLE WELDS @ 24" OC (12"OC ROOF DECK) zZ L-- --- - - -- - --- --I ------- II II II II II II W Q r-- II II II II II II _J = a I z 5. PANEL SIDE WITH FILLER PIECE. FILLER-TO-PANEL AND FILLER II II II II II II -J �: ow I w O z TO SUPPORTING STEEL ........ 3/4" DIA PUDDLE WELDS @ 24"OC PL 20 x20 , 16 GA II II ��-_Il+�ii z z o I SUPPORTING O H Q (12"OC ROOF DECK) nl II n nl Q g W w i MEMBERS z w cai) l ii iii a ( O (D I = W w 6. PANEL SIDE LAP ......#12 HEX HEAD SCREWS OR BUTTON-PUNCH a z 000 @ 24" OC, TYP. (#12 HEX HEAD SCREWS @ 12" OC ROOF DECK) MAX (1) 9" DIA II ii iii CL II` ,I---I_-ill cn N 7. ROOF DECK CORNERS AND PERIMETERS ....... DOUBLE 3/4" DIA PUDDLE OPENING II II II II II II co I I I 6 IN THIS AREA II II II II II II �- I I I WELDS @ 6"OC (CORNERS AND PERIMETERS AS DEFINED PER FM GLOBAL). TYPICAL PICAL - -- --- --� I 1 8. DETAILING TO BE IN ACCORDANCE WITH BUILDING INSURANCE CARRIER REQUIREMENTS. DETAILS I 4 i I (DASHED LINES INDICATE PERMANENT STEEL SUPPORTING MEMBERS) I 2 ABUTTING ENDS (OR LAPPED ENDS) to v v DECK REINF. AT OPENINGS IN ROOF DECK SCHEMATIC PLAN SHOWING CONNECTION OF STEEL DECK SOn7 N 5 N.T.S 6 N.T.S C © 2016 Winter Street Architects, Inc. SHEET NOTES 1. FOR GENERAL NOTES AND ABBREVIATIONS SEE DRAWING S0.1 & S0.2. 2. FOR TYPICAL DETAILS SEE DRAWINGS S0.3 THRU S0.9. 1 2 3 4 5 G 7 3. SPOT ELEVATIONS FOR TOP OF CONCRETE ARE NOTED THUS 13' -6" 1 11' -6" , 11'-6" 1 3' -6" , 8' - 0" 1 17'-0" I 4. u INDICATES STRUCTURAL STEEL COLUMN. ' n f--I 1 I I I I WALL N.I.0 INDICATES STRUCTURAL STEEL COLUMN STARTS Ll I I 1 7H -I- I— ---5---------------------- II II /\ I --II --------------------1 - II --i-------------- ------II---I •• -I --LI ----- ------------- I � •• +0 ---------Lr----------------- 4- INDICATES STRUCTURAL STEEL COLUMN STOPS. tl- `�HSS5x5x5/16 HSS5x5x5/16 o tiHSSx5x5/16 HSS5x5x5/16 HSS5x5x5/16 PC2 1 1 1 I I --1 rux Q a)IL L-- - TYP - L--+--+ -i ----- - 5. DEVELOP FULL CAPACITY OF COLUMN AT ALL SPLICES. COORDINATE WITH m o T46 N O -T PC1 IP61I IP61I S2.4 iPC1I IPC1I 16" THICK CONCRETE ARCH. FOR SPLICE LOCATIONS � Zncoti W . I 1 I I I I I 1 I I RETAING WALL rn °� m ao U ��6. (+ OR-XX-XX ) INDICATES TOP OF CONC RELATIVE TO GENERAL CONC N � � � � ELEVATION AT THAT FLOOR. 1 I I I I I I I I I I 1 I I I I I I I I I I it1 m I I m 1 I m I I to I I x I I S2.3 - 7. [+ OR-XX'-XX"] INDICATES T BOTTOM OF CONCRETE RELATIVE TO GENERAL x i x x i I x I M I I 1 �I I LO I I Lo I I I LO 1 1 LO I 1 CONC ELEVATION AT 1ST FLOOR. 1 I I I I I I I I I I it mi i m w i i `ri I i .�1 I � I I I I I I ml I ml 1 1 ml I I 1 1 O 1 I I I (DI I 8. SEE DRAWING S2.1 FOR PILE CAP DETAILS W 1 I I I I I I I I I I II I I I I I I I I I I 1 1 1 I 1 I I I I I I I I I I I 9. SEE DRAWING S2.2 FOR GRADE BEAM REINFORCEMENT SCHEDULE I I I I I I I I I I I PC2 IPC4' I I I I I TYP I I I I 1 1 I W6x20 '+-1--11 I 6 / I I � I I I I I I I /\ .\ I I I � I •• I � PC3 S2.4 I I I I r-r--- �' I in GB7 OH 15X36 I I 1 1 GB6 OH 15X36 I `� I 1 1 1 I I PC21 I ---- ------- �_______________________� �_______ _______� �_______________------ -4- ----------------------_ - - - - I _ _ I 1 I -------- — --- -- --- -------------- ------- -1 -----I-- -------- ----- --------- ------ n- -�- , I ------------------ ' ------------r7---- 1 I WALL N.I.0 i I I I I W6x2 16" THICK CONCRETE I I I I I I I I I I I I RETAING WALL I I I I I I I I I I I I I 1 7"THK CONC SLAB rC°i i i i° i i ; 2.3 o REINF W/#4@10"OC x i I x 1 1 1 cm ' I LO I 1 1 I I I M ^ 1 CV EW T&B m i i (+17' -6") m i i � N r) (D . I I I I 12" THICK CONCRETE i I i i I i ; I I w o RETAING WALL ' i ' i i ' i I i I 1 -' ' I ( I I I I I I I 0 U' Z I 1 I 1 M I , N I I P641 I I 5 � PC3 i I i r----1 -I-1- i i 52.2 PC2 ---- ---- ;I1 I1 �rI1 _ _-__--G61________ 5X36 G-B 7II'15XII3 6 - -J1 I1 L1 i1 GB(-8 1'1-5 0X3)I 6 GB(-91 15X36 )6 _ + - - - - - - - - - - - - - ----------_-I - r----- -- - FOOTPRINT POWER- - - '- - -------------------------------------------- I ADMINISTRATION 52.4 I 1 1 W6x2 I ; I w6x2 I , 1 I_► BUILDING GRADE BEAMS I I 1 I I I I �� ► Salem, MA 01970 l i 1 14'-5" I --- ---- — 1 i i l i i i I 1 i m — I WALL N.I.0 _ co x o Project Number. 4103.000 WALL N.I.0 I x i i coco 1 1 `0 � 1 1 1 � I I I I I I 1 1 I I I I I I I I I I m I 1 10 ' I 1 x ^ CONSTRUCTION 11 0 1 0 1 I I 1 I I I I 1 1 M , 1 1 I I 1 1 I T- o DOCUMENTS 0 I i I i i 1 i I i I I i I m I I i i 6 - PC2A@ 5' - 0" O.C. 1 Date Issued: j I 04/04/2016 I I I 1 1 I I I i-N NO. DESCRIPTION DATE - - - f-+ + +-I - - - - - - --r -4fi- - - - ►-t + t-+ ti-► - - -t- - t- - - 1- - � v _ - 1 1 I I I 1 I 1 1 I 1 I I , I I I I I I 11 1 I - - - - CJ TYI- CJ TYP � PC4 PC2 PC4 14"THK CONC. 1' - 10" 1-6' -0"] FLY WALL I'—"1 [-6' - 0"] [-6' -0"] CJ TYP 1 6' - 8" 1 20' -011 WALL OPENING ABOVE SOFFIT HT. (28'-4") FIRST FLOOR 2 ANDS2.3 S2.3 FOUNDATION PLAN a o FOUNDATION/1ST FLOOR LO (0 1/4" - 1'-011 N i V © 2016 Winter Street Architects, Inc. SHEET NOTES 1. FOR GENERAL NOTES AND ABBREVIATIONS SEE DRAWING S0.1 & S0.2. 2. FOR TYPICAL DETAILS SEE DRAWINGS S0.3 THRU S0.9. 3. THE FOLLOWING ARROWS INDICATE SPAN DIRECTION OF: i S1 2" DEEP COMPOSITE STEEL DECK 20GA FILLED WITH 3-1/4" LIGHTWEIGHT CONCRETE (TOTAL THICKNESS 5-1/4 ) USED AT 1 2 3 4 5 6 7 ROOF LEVELS. REINFORCE WITH WWF6x6xW2.6xW2.6 In J f R 1 1/2" DEEP GALVANIZED ROOF DECK. 20 GA. `J� '1 I I I I 13'-6" 11'-6" 3'-6" 8' -0" 17' -0" W WALL N.LC — — — /�— — — — — 4. SPOT ELEVATIONS FOR TOP OF CONCRETE ARE NOTED THUS T- 5. INDICATES STRUCTURAL STEEL COLUMN. 2Cf) o `t T.O.S. (29'- 5") H L 1 x Q aUi A _ _ _ lOk W 10x17 1ok 10k W 10x17 10k fOk W 10x17 10k 10k W10x17 10k 10k W10x17 10k `'' (�/ U) o L HSBEL5x5/16 o I HSS5x5x5/16 I HSS5x5x5/16 ( co o HSS5x5x /16 o INDICATES STRUCTURAL STEEL COLUMN STARTS 1i a) � <C HSS5x5x5/16 I a u w a� OW BELOW BELOW BELOW ( BELOW H o '� M r00 co -_ N v) cn a') 3: I S1 I H INDICATES STRUCTURAL STEEL COLUMN STOPS. w 4 o I 52.3 I 6. NO COLUMN SPLICES ARE ANTICIPATED. DEVELOP FULL CAPACITY OF COLUMN W IF SPLICE REQUIRED r N N N N N N N N 7. SEE PLAN FOR TOP OF STEEL ELEVATION. (+OR-XX'-XX") INDICATES TOP OF x x x x x x x x x 0 0 0_ _o _o o_ o_ o_ o_ _o STEEL RELATIVE TO GENERAL STEEL ELEVATION AT THAT FLOOR. I 1 W6x20 Y a BELOW o W6x20 T.O.S. (28'- 10") B _ _ _ _ _ _ 11k W12x14 11k ^ 2sk W18x35+14 a 24k ^ BELOW o ( � I l4kU) W18x35 +16 I 13k —4- - _ - _ _ _ _ II Z I 1 #8 BAR CONT. BTWN GRID LINE 1 & 7 @ 1 z WALL N.LC I ( GRID LINES A& B NEAR SLAB EDGE. 1 w 1 0 I1 SEPERATION JOINT STARTING AT GRADE LEVEL UP TO TOP OF WALL . I I I I I I I I I 3 I 0 0 0 0 0 N N N N N N 1 1 I I SEE S2.4 FOR CANOPY DETAILS CONCRETE I r - - - — - t- - — - I I TA L12x14 I I S1 1 I �1 I I I I N I Y ' Y (29' -3 1/2") FOOTPRINT POWER C _ _ _ _ 34K W21x44+16 35K 14k W12x19 I SP 13k T.O.S.� _ _ _ _— - — - — - — — _ _ ADMINISTRATION N N N Y _ _ — W6'2° BELOW W6x2 BUILDING I BELOW 1 S2.4 1 - o I ' Salem, MA 01970 F- I WALL N.LC - Project Number: 4103.000 I rn rn rn w N I 52.4 COOR D. W/ARCHT. FOR CONSTRUCTION r r r x x x _ STEEL ELEVATION ATco CANOPY " " " N x x DOCUMENTS N N cM x I I o WALL N.LC I x Date Issued: 0 I T _ CD04/04/2016 5'-5"WIDE 9'-2" HIGH 00 o X OPENING BELOW T.O.S. (29'-8 i/8") U NO. DESCRIPTION DATE I 7 1 S2.4 _ _ _ —� _ — _ _ — _ _ _ _ — _ _ _ _ _ _ ALL CANOPY STEEL GALV. I I I I 1 I L n 6' -4" 11 - 1 I I 5 MIN CJ TYP. ' 10" 6' -8" I 1 I 20'-0" , T -8" MAX L WALL OPENING BELOW 1 SOFFIT HT. (28'-4") 1 2 52.3 S23 ROOF FRAMING PLAN Ln LO ROOF FRAMING PLAN to = 1'-0 r 1/4" " Slm2 N ti 0 2016 Winter Street Architects, Inc. i 10-#8 BOT. 11 -011 3'-0" @ PC2 1' -0" 4'-0" @ PC2A 11 - 011 \/ - I— —} - - - - - - - } - - - UJ 1' -0" MIN I U \ W 7#8 BOT. C I 7 -#8 BOT. / \ _ r I ADD 7-#8 TOP @ PC2A I I o 3'-0" 0 CD 0 o co 2 r- (n N (n (n M 41 i 10-#8 BOT. W 7#8 BOT. I I 1'-011 I W I 5-#8 BOT IN EACH 3' -6"f I 12-#8 BOT. DIRECTION' ADD 12-#8 TOP @ PC2A I 1' -0" 3'-0" 1'-0" 3' -0" 1'-0" PC 1 PC2 PC3 PC4 W 1 111 = 1'-011 3 4 Z PILE CAP & PILE CAP NOTES 1. PROVIDE MICRO PILES WITH 25 TONS OF LOAD BEARING CAPACITY. WHERE INDICATED THE TENSILE CPACITY SHALL BE RATED AT 10 TONS 2. SEE GEOTECH REPORT FOR OTHER DESIGN, CONSTRUCTION & LOAD TESTING REQUIREMENTS FOR THE MICROPILES 3. PILE CAPS SHALL BE MIN OF 3'-5"THICK GRID COLUMN. SEE PLAN 2'-0"x 2'-0" POCKET IN SLAB FILLED IN AFTER COLUMN IS INSTALLED. PROVIDE ADDITIONAL STEEL AROUND ROUGHEN CONCRETE TO THIS OPENING PER TYP DETAILS 1/4 AMPLITUDE ROUGH FINISH REMOVE LAITANCE AT COLD JOINTS FOOTPRINT POWER OVER POUR PILE CAP AT SLAB ADMINISTRATION #5 DOWELS @ 6"O.C. ALL FOUR SIDES SLAB/BEAM/WALL CONNECTING INTO BUILDING — — PILE CAP \Ar - - - - - - - 'f - - - - - - -- ' i Salem, MA 01970 #4 STIRRUPS @ 12" O.C. I � I Project Number: 4103.000 I CONTINUE BARS THROUGH PILE CAP . IT IS PEMITTED TO POUR PILE CAP MONOLITHIC WITH OTHER FOUNDATION FRAMING INTO ITK CONSTRUCTION Z DOCUMENTS M' I Date Issued: • 04/04/2016 MIN 4-#4 x 6'-0"DOWELS 3" MIN NO. DESCRIPTION DATE THROUGH MICRO PILES. ROUGHEN CONC. TO 1/4"AMPLITUDE IF COLD JOINT INTRODUCED.APPLY BONDING AGENT MIN 4"THICK COMPACTED SAND- GRAVEL BASE COURSE MICRO PILE STRUCTURAL DETAILS Tt 6 U)a. TYPICAL PILE CAP DOWEL REINFORCING S2ml 0 N ti 0 2016 Winter Street Architects, Inc. 3 GRADE BEAM REINFORCEMENT SCHEDULE PROPERTIES CL ADJ CL CL CL CL ADJ STIRRUPS MARK BEAM SUPPORT BEAM SUPPORT BEAM GRID GRID WIDTH DEPTH TYPE SPACING BEAM MARK 2 -#8T SEE SCHEDULE BEAM SIZE (WIDTH x DEPTH) I 1 -#8T GB1 15 36 SKIN REINF. 3#4 EA. FACE #4@15" GBXX 18x36 UJrrnn 1-#8B GRID 2-#8T u W 1 -#8T 1 -#8T CIP CONCRETE BEAM GB2 15 36 SKIN REINF. 3#4 EA. FACE #4@15" 1-#8B 1-#8B 1-#8B PILE CAP a) o o 2 0 U +- M N 2 -#8B x Q ~ a) 2i It 2-#8T �/ w o G63 15 36 1 - 18T SKIN REINF. 3#4 EA. FACE #4@15" < C, T 00 o M rn 1-#8B 1-#8B GRADE BEAM EXPLANATION DIAGRAM 2-#8B 2 I"' N.T.S Ld G B4 3-#8T W G135 15 36 SKIN REINF. 3#4 EA. FACE #4@15" 3 -#8B 2-#8T #4 @ 12"CONT EF (WHEREU1 D GREATERTHEN 23") GB6 15 36 SKIN REINF. 3#4 EA. FACE 1 -#8T #4@15" I— (LPILE CAP/SUPPORT (. PILE CAP DL W 1-#8B 1-#8B SL SL 2 -#8B - - - 2-#8T STRAIGHT BAR INTO o °°0 z CD SKIN REINF. 3#4 EA. FACE ADJACENT CONCRETE GB7 15 36 #4@15" MEMBER IN LIEU OF HOOKS 1-#8B 2 -#813 SL SL 2-#8T L1 L2 GB8 15 36 SKIN REINF. 3#6 EA. FACE #4@15" 2 -#8B NOTES: 1. USE THIS DETAIL TO DETERMINE REINFORCEMENT LENGTHS. REFER TO BEAM 2-#8T DETA1LS FOR QUANTITY AND SIZE OF REINFORCEMENT AND QUANTITY, SIZE, TYPE AND SPACING OF STIRRUPS. 2. PLACE ALL BARS IN SINGLE LAYER, WITH LARGER BARS NEAREST BEAM SIDES, G69 15 36 SKIN REINF. 3#4 EA. FACE #4@15 UNLESS NOTED UL OR LL IN BEAM SCHEDULE. 3. WHERE TIP BARS SPLICE AT MID-SPAN OF BEAM,LAP BARS A SPLICE LENGTH OF THE SMALLER BAR. 4. PROVIDE STIRRUPS THROUGHOUT BEAM LENGTH, STARTING WITHIN 3"OF 2 -#8B SUPPORT FACE. 2-#8T 5. PROVIDE 1 -#5 CONT STIRRUP SUPPORT BAR AT EACH CORNER OF EACH STIRRUP WHEREVER MAIN BEAM REINFORCEMENT DOES NOT PROVIDE SUPPORT. 6. USE SAME DETAILS WHERE BEAMS ARE SUPPORTED ON CONCRETE WALLS OF GB10 16 36 SKIN REINF. 3#4 EA. FACE #4@15" OTHER BEAMS. 7. TERMS: LEL=LARGER OF TWO ADJACENT SPAN LENGTHS FOOTPRINT POWER SL = SPLICE LENGTH FOR SMALLER BAR BEING SPLICED 2 -#8B DL = DEVELOPMENT LENGTH ADMINISTRATION BUILDING GRADE BEAM REINFORCEMENT SCHEDULE GRADE BEAM REINFORCING CUT OFF DIAGRAM 3 Salem, MA 01970 N.T.S N.T.S Project Number: 4103.000 CONSTRUCTION CL SUPPORT C DOCUMENTS 3' 6" MIN SLAB REINFORCEMENT NOT SHOWN FOR CLARITY Date Issued: PVC SLEEVE INSERT FOR UTILITY PENETRATION SLEEVE DIA TO BE COORDINATED WITH UTILITY ' I FOUNDATION/1ST 04/04/2016 m � BEAM TOP — - --,FLOOR g x x x x x x x I STEEL 17' - 6" NO. DESCRIPTION DATE ----- I � 1 I BEAM I SEE PLANS FOR STIRRUPS I SIZE & LOCATION. _ Z TYP m MIN 1.5D CLR BETWEEN #4@2'-0"AT EA in 00 od CORNER EA SIDE SEE BEAM SCHEDULE FOR i o I.- SLEEVES OF BEAM REINF. SIZES & SPACING 0O U i a BEAM BOTTOM STEEL NOTE: PIPE SLEEVE SHALL STRUCTURAL BE CAST IN PLACE � DETAILS SEE WALL SECTION FOR WALL REINF. a 1 IR LO 4 REINFORCING AT GRADE BEAM OPENING 5 WALL TO BEAM CONNECTION S2m2 N N.T.S 3/4" = 1'-0" © 2016 Winter Street Architects, Inc. D p T.O. SCREENING/ T.O. SCREENING/ 7 _ ACOUSTIC WALL�1 _ _ _ ACOUSTIC WALL � I TRUE 40 - 6 40 - 6 2#8 TOP CONT. I VEPLANE 7 2-#8 TOP CONT. 1" CAMBER @ TOP ' GRADE EL 77 2#8 TOP CONT. 2-#6 CONT. ' ROOF SLAB U • #8 @ 12" O.C. VERT. ' #6 @ 12"O.C. HEF • — — _ _ _ _ _ 02 ROOF LEVEL _ — _ — 02 ROOF LEVEL 28' - 10" 28' - 10" (D m °' ' o • U X Q (L) C) ti �o w a, l= • C) '5 � #6 @ 12" O.C. VEF N (0 U) M ' #4 @ 10" O.C. HEF i IT Iff- ROOF SLAB #6 @ 10" O.C. VERT. I W . I #6 @ 12" O.C. VEF #8 @ 12 O.C.VERT. 02 ROOF LEVEL _ 02 ROOF LEVEL 28' - 10" — — — 28' - 10" In ' 2 -#8 TOP CONT. I n/ i #4@9" O.C. HEF z ' I FOUNDATION/1ST CONC. SLAB FOUNDATION/1ST FLOOR _FLOOR 17' - 6" #6 @ 10" O.C. ' 1 #10 BAR @ EA. 21-411 71 - 1011 /7T CORNER.4 TOTAL 4'- 0" i � 51-011 2' -0" ' 2-#8 TOP CONT. _ _ ' BEYOND LE CAP 2„ 3" 2#8 CONT. 2'-0" L= CONC. SLAB MICRO PILE ' FOUNDATION/1ST GRADE BEAM BEYOND //X/ BEYOND. 2#6 @ EA. PILE FOUNDATION/1ST I � SEE PLAN. FLOOR , FLOOR MICROPILE TYP. — — — — 17' - 6" 3' _0�� i./%/i 31 _011 FOOTPRINT POWER CANTILEVER RETAINING WALL SECTION RETAINING WALL ADMINISTRATION --- 3 1/2" = 1'-0" 4 1/2" = 1'-0" BUILDING (D 0 cm ------------ Salem, MA 01970 PILE CAP BEYOND STRUCTURAL INSULATION PAD 2#8 CONT. 4 -#8 CONT. � � 7/ " DI ( I Project Number: 4103.000 1 -2 8 Ax9" LONG t' •1 ;, 1; HEADED STUDS 11 1 -2 11 I I STEEL BEAM MICRO PILES - CONSTRUCTION All- FOR UDS Boy s/ DOCUMENTS i VERT. WALL REINF. I END PLATE Date Issued: FLYWALL SECTION t 04/04/2016 12 FLYWALL SECTION TH R U OPENING CONNECTION DESIGN BY CONTRACT'S ENGINEER 4 - #6 CONT. IN ADDITION IN CONSULTATION W/THERMAL BREAK SUPPLIER NO. DESCRIPTION DATE 1/2" = 1'-O" 1/2" = 1'-0" TO TYP.WALL REINF I I e NOTE: NOTE: g DESIGN CONNECTION FOR"R" ON PLAN AND WALL BELOW -� COORDINATE DIMENSIONS AND FINISH /� FOOTING MOMENT OF M=Rxe WITH ARCHT. / BELOW — - p - - - - - _ - - - - - - - - - - - - - - - W SEE WALL SECTION FOR EMBEDDED PLATE SCHEDULE i REINF. DETAILS w BEAM SIZE PLATE SIZE TOTAL NUMBER NUMBER OF (TxWxL) OF STUDS HORIZ ROWS 1' -2" W10&W12 3/4"x14"x14" 6 3 — STRUCTURAL 5" MIN W14 3/4"x14"x20" 6 3 ♦_ — _ — DETAILS W16 3/4"x20"x20" 9 3 FLY WALL W18 1"x20"x20" 9 3 W21 1"x20"x20" 12 4 PLAN DETAIL ADDED VERT 7 REINF FULL HT OF WALL a CD S23 FLYWALL TAPERED EDGE WALL TO BEAM CONNECTION AT FLYWALL ■ N 6 „ 7 3/4 = 1 0 N.T.S © 2016 Winter Street Architects, Inc. RO OF SLAB 2#8 TOP CONT. • • #4 U BARS. MATCH FLYWALL SPACING OF REINF. ' FLYWALL REINF 114" STIFFNER 2#8 CONT. TYP • ' ROOF SLAB • • • 2#6 CONT. • • • W-BEAM SEE ROOF _ — _ _ — _ _ _ — _ _ _ _ _ _ — _ — _ — _ — _ _ — _ SOFFITELEVATION� FRAMING PLAN 4" • • 4" • L 2 1/2 x 2 1/2 x 1/4 KICKER TYP L 2#6 CONT. f 02 ROOF 8' -1 L TYP>- I I 1/4" GUSSET U " V 6" • T W-BEAM HSS5 x 4 x 1/2 HANGER AT WINDOW AT OPENING AT POP-OUT WINDOW (D rn o HSS5 x 4 x 1/2 LLV. TYP -+- o �U// x Q �_ . #4 @ 12" O.C. HEF LLCn uJ M ti Qa) CC) i N (n (A rn . I FLYWALL OPENING SOFFIT DETAILS ENTRANCE CANOPY DETAIL 3 1 1/2" = 1'-0" 4 1" = 1'-0" W W #6 @ 12„ O.C. VEF H U w • SEE DETAIL 8 S2.4 Q LL 7" FOUNDATION w SLAB W • w FOUNDATION/1ST FOR SLAB REINF w _ FL_OOR 5 SEE PLAN. z 17' - • • 2#6 TOP CONT. L 2 1/2 X 2 1/2 X 1/4 KICKER TYP. 3 TOTAL I MOMENT FINISH GRADE HSS 5 x 4 x 1/4 LLV GALV. TYP CONNETION. TYP GRADE BEAM BEYOND • ------------- SEE ARCHT FOR THERMAL/VAPOR BREAK 4 i S2.4 PILE CAP BEYOND i SKIN REINFORCEMENT 5 #4 E F #4 STIRRUPS ' HSS 5x4x1/4LLV @10" O.C. TYP. i i • z z g � o y"\ in I HSS 51 x 4 x 114 HANGERS TYP. 4 TOTAL RETAINING WALL I BEAM ABOVE TYP. ` SEE ARCHT 1/2" = 1'-011 FOR DIMENSIONS FOOTPRINT POWER NOTE: I - _ _ _ - - _ _ ADMINISTRATION I_ _ _ _ _ _ _ _ 2#6CONT. CONNECT CANOPY TO WALL � - C 2#8 CONT. AFTER RETAINIGN WALL � BUILDING BACKFILL IS COMPLETE HSS10x10x1/2 WELDED I TO EMBED PL #6 BARS WELDED SIDES OF 1,-0„ Salem, MA 01970 HSS 10X10. TOTAL 4 U BARS; 3" MIN W/8'-0" LONG LEGS • • CJP TYP Project Number: 4103.000 ENTRANCE CANOPY PLAN c TYPICAL SLAB DETAIL AT CONCRETE WALLS CONSTRUCTION 13 x 13 x 1 EMBED PL � 3/4" 1" = 1'-0" DOCUMENTS CJP TYP Date Issued: 1'-4 114" MAX 04/04/2016 PLAN TYP FACE OF CURTAIN WALL NO. DESCRIPTION DATE MC8x20 3/8" THICK PL 7 . . 1/4 3-12 WELDED U-BARS TYP WT4x9 @ 4'-0" O.C. MAX WALL REINF. • FL6x(6x3/8 CONT. HSS10x10 STUBWT4x9 3 SIDES TYP x 7" CONT. PL W/2- 3/4"x 6" STUDS @ 12" O.C. TYP L4x4x3/8 @ 3'-6"O.C. STRUCTURAL SECTION DETAILS HSS10x10x1/2 a co 1p LO CANOPY SPINE TO WALL CONNECTION ) CANOPY CROSS SECTION CURTAIN WALL SUPPORT (cD- S2 •CD1" = 1'-0" 1" = 1'-011 CURB 1 1/2" = 1'-0" 0 2016 Winter Street Architects, Inc. I 1 12 3 4 5 � I i HVAC DUCTWORK LEGEND SYMBOL DESCRIPTION I I � ACOUSTICAL LINED DUCTWORK (DOUBLE LINED) � � __ � FLEXIBLE DUCTWORK A r , r, EXISTING DUCTWORK(DOUBLE LINE) 1.1 OFFICE OFFICE OFFICE � 115 � 116 � 117 �3 \ / NEW DUCTWORK(DOUBLE LINE)FCLI- O O OFFICE I 0 U 114 A 12x24 } A 12x24 12x24 �� (� O 1 375 CFM I 375 CFM A �I \ 375 CFM RETURN DUCT DROP(DOUBLE LINE) CS e CS \ CS N O '= t 7 I y `'_- —► OFFICE (n OM U 16"0 �— I 14"0 II 10"0 f` —► LL I L FCU-1 118 0 N it001 RETURN DUCT RISE(DOUBLE LINE) O � >� - - BALANCE OUTSIDE AIR N � � � SUPPLY TO 25CFM. / tO CIRCULATION I x SUPPLY DUCT DROP(DOUBLE LINE) 12x3 119 I PROVIDE 100 SQUARE INCHES FREE AREA CIRCULATION C' 25CFM ( AND CIRCULATION AREA (TYPICALOF TRANSFER GRILLE BETWEEN ) OFFICES 119 C' 25 CFM HWS ' HWS HRM-1 SUPPLY DUCT RISE(DOUBLE LINE) �++ ~ / fFCU-2 ! VOLUME DAMPER � I IU1 BALANCE OUTSIDE AIR FIRE DAMPER COPIER/STORAGE SUPPLY TO 25CFM. co BD BACKDRAFT DAMPER A 24x24 ,�1504 01I I CS / aD �, -------'- o nn o -- --- MOTORIZED DAMPER � r[ Ox D 24x8 -- 14 �-A- I 390 CFM 6"o I �I I r �J V HWS TRANSFER GRILPROVIDE 100 QUARE LE BETWEEN FOYER AND OF SMOKE DAMPER NCHES FREE AREA BALANCE OUTSIDE AIR l LiL1-I 3ox2o RECEPTION AREA. SUPPLY TO 30CFM. T- COMBINATION FIRE AND SMOKE DAMPER HWR 12x1z _ CIRCULATION RECEPTION 8"x8"UP TO ROOF TOP VENTILATOR(RTV-1). ' KITCHEN B 100 CFM 119 I 101 REFER TO SCHEDULES FOR MORE 112 I CE INFORMATION. I SD DUCT MOUNTED SMOKE DETECTOR I I PROVIDE MOTORIZED DAMPER ON THE I I / INTAKE ENTRANCE INTO THE BUILDING. / � I �--► RETURN/EXHAUST/OUTSIDE AIR ARROW c D 24x6 41 zoo CFM HWS I SUPPLY ARROW b0 0 0 00 Lr) c I ` I ( c J alu '� N o p �! I 24x8 UD UNDERCUT DOOR '" C d' ° ��" 1 N I D 390 CFM 1' I vim, a I / ® NMNo p o F HWS VwO FOYER U FA - V) ZHU- SUPPLY DIFFUSER(ARROWS DESIGNATE c 12x12 12X I PATTERN REQUIREMENTS) j I 50 CFM � � A 75 CF = 1 CE ix� _ CS EWH-1 i E R TURN/EXHAUST REGISTER -- I I I I I(C! �- -_- - —I �\ /- - - - --- - WOMEN' — - - — , _ _ PROVIDE CLEARANCE ABOVE CIRCULATION JAN 107 �xi I 24x10 ELECTRICAL PANELS, ELECTRI 109 111 FCU-4 10"ra C zsa CFM L J ACCESS PANEL COORDINATE IN FIELD. HWS 110 24x24 CIRCULATION A 392 CFM 36x6 375 DIFFUSER TAG 6"0 \V 104 CS CFM 40x12 -n \ CT rn BALANCE OUTSIDE °D 60 AIR SUPPLY TO J 1 i o \ I CE h CEILING EXHAUST FOOTPRINT POWER 100CFM. �j �� -� I�_ -fh,-� �� I �� I 10„o CR CEILING RETURN C� 10x24 K A 1568 CFM CS 392 CFM S CS EN' CR CEILING CUPPLY ADMINISTRATION 6"e I .« A \, CONFERENCE BUILDING 1os I 1( 12x12 CT CEILING TRANSFER HP-1 /. n I I Ep( cD A 75 CFM 102 !RV-1 �I off CS 12x12 / ---- - 100_��i 1568CFM A z4x2a HWR HIGH WALL RETURN CE 100 CFM �I� I 24x10 HWR CS 392 CFM ( Salem, MA 01 970 _____-- _____�____ HWS HIGH WALL SUPPLY 10" HWE HIGH WALL EXHAUST e Project Number: 4103.000 o MECHANICAL ' FCU-5 I I 108 EWH- � m � � —s � —► 6"0 I GENERAL NOTES - MECHANICAL / ELECTRIC DUCT I 43x11 �, \ , 118 0 I CONSTRUCTION HEATER,DH-1. y _ i 2ax2a 1 REFER TO DRAWING M-3.00 FOR EQUIPMENT SCHEDULE AND DRAWINGS M-1.00&M-2.00 FOR EQUIPMENT BALANCE OUTSIDE AIR SUPPLY TO f G A 392 CFM SYMBOLS LEGENDS AND ABBREVIATIONS. DOCUMENTS � I cs 120CFM. � ' I STORAGE CS _ — — _ _— ! = -� _J _-., — 2) PROVIDE FIRE STOPPING AND SMOKE BARRIER SEALING OF ALL PENETRATIONS THROUGH FIRE WALLS OR - - SMOKE BARRIERS AS REQUIRED.REFER TO ARCHITECTURAL FLOOR PLANS AND CODE SHEETS FOR WALLS. / /" / Date Issued: �. 18x3 8"x8"UP TO ROOF TOP I 4 APR(L 2016 ! 25CFM VENTILATOR(RTV-2).REFER TO HWE SCHEDULES FOR MORE INFORMATION. NO. DESCRIPTION DATE PROVIDE MOTORIZED DAMPER ON THE EXHAUST ENTRANCE INTO THE BUILDING. n MECHANICAL DUCTWORK PLAN MECHANICAL DUCTWORK PLAN LO 77 oo 00 ©2016 Winter Street Architects, Inc. 7 I I U] i� 2� 3 5 I ZONE 1 2 3 4 5 6 v ZONE SQUARE W 240 312 201 1,109 364 138FOOTAGE(SQFT) t r COOLING TOTAL/ 0 SENSIBLE LOADS 8,280/7,198 24,077/22,364 11,381/10,166 20,441/17,869 26,665/23,992 1,99011,685 T ti I .L (BTU/H) (- o ti HEATING LOADS r 1 (BTU/H) 9,601 17,354 11,571 33,880 25,932 5,062 `�`� x O < a) OUTSIDED AIR 25 30 25 100 120 0 w ~ C)ir •� WINTER DESIGN INDOOR/OUTDOOR cV W Cn O A CONDITIONS 70FDB @ 30%/OFDB @ 80% SUMMER DESIGN INDOOR/OUTDOOR FCU-3 V �_ ( CONDITIONS 75FDB @ 50%/90.6FDB @ 43% I ABOVE GRADE U-0.0645 W ZONE Z WALL U (12"CONCRETE, FRAMED,4"OR R-13 INSULATION) OFFICE I ZONE 3 � BELOW GRADE U-0.06 W 115 T OFFICE \ OFFICE OFFICE ZONE � WALL U (12"CONCRETE,FRAMED,4"OR R-13 INSULATION) 116 117 118 - ( _ U 0.32/0.28 SHGC rrr 0 � WINDOW AVERAGE OFFICE U VALUE&SHGC (1"CURTAIN WALL,CLEAR, INSULATED,ARGON) 114 T U-0.2 OPAQUE DOORS I I (SOLID CORE WOOD DOOR) SLAB ON GRADE U-0.0907 • I FCU-1 / FLOOR (8"THICK,4"OF BURIED EXTERIOR INSULATION) _ j I � I CIRCULATION CIRCULATION T Id --OB z r- — HRM-1 j K` I PIPING LEGEND F T SYMBOL DESCRIPTION I _ ( GEOTHERMAL WATER SUPPLY LID I . I FCU-2 COPIER/STORAGE I c o o � 000 Ln GEOTHERMAL WATER RETURN W �„ Q ^- o I 0 ao J as F - N E o o N REFRIGERANT LIQUID o ate`, cc) 4, o ° w ZONE' 4 I ' REFRIGERANT HIGH VAPOR I — — — — — — REFRIGERANT LOW VAPOR I I KITCHENrH I I / I 1112 I SET OF LIQUID AND SUCTION REFRIGERANT PIPING + I ®T I I I IN-LINE PUMP I � I � I I'' � �•' I ' ' I T i I I / I I RECEPTION / ! E / _r FOYER V'� GATE VALVE 10, 100 I FOOTPRINT POWER I BALL VALVE ADMINISTRATION F-1 7J\AN GLOBE VALVE BUILDING WH_1BUTTERFLY VALVE ��WOMEN'S I .� Salem, MA 01970 T ICHECK VALVE / ELECTRIC CIRCULATION FCU 4 CIRCULATION I 110 109 —_ 1oa I UNION Project Number: 4103.000 ( - I STRAINER WITH VALVED BLOWDOWN I — EEC 11 ` I - PROVIDE 24"X24"ACCESS (; O PIPE DROP / — / T � — PANELS FOR FAN COIL ZONE 5 CONSTRUCTION LOCATION OF P-1 AND RA REFER TO I 7I UNITS AND ERV(TYPICAL) \ DOCUMENTS HYDONRIC RISER DIAGRAM 2/M2.0 HP- I HRM-2 FOR MORE INFORMATION. / I 11 ` I PIPE RISE FF — ERV-1 \\ r CONFERENCE — — — — — % �� E� 102 MEWS I ACCESS PANEL Date Issued: P=2 ) 1os P-1 ( ,, PROVIDE 12"X12"ACCESS I L_VJ — ! PANEL FOR ELECTRONIC 4 APRIL 2016 DUCT HEATER 17 LMK ( OT TEMPERATURE SENSOR �— U SHOWER � NO. DESCRIPTION DATE ITJTITI T THERMOSTAT � "'H-1 1105 I ZONE 6 GMU-11 — MECHANICAL ,08 I! STORAGE ---OD - d • �. - GEOTHERMAL MANIFOLDS.REFER TO MANAFOLD DETAILS 4/M2.00 AND _ 5/M2.00 FOR MORE INFORMATION. I (7)SETS OF 1"GEOTHERMAL SUPPLY AND RETURN PIPING TO WELLS.REFER TO HYDONRIC RISER DIAGRAM 2/M2.00 FOR MORE INFORMATION.REFER TO SITE PLAN,SU1.00 FOR ROUTING AND I GEOTHERMAL LOCATIONS. MECHANICAL PIPING PLAN N r,LECHANICAL PIPING PLAN L ' 1/411 = 1'-011 1001 N c 0 2016 Winter Street Architects, Inc.