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SPR Dept. Comments - --_ - -- - III ® 217-221 Essex Street ® 0 217 =221 Essex Street Salem MA 0197-0 A r c h i t e c t s (Sale MA) ALL DRAWINGS,SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT ISSUED FOR: WRITTEN CONSENT FROM THE ARCHITECT. PLANNING REVIEW 06m28m1 9 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK, REPORT ALL DISCREPANCIES IN WRITING TO SOUSA PROJECT DIRECTORY GENERAL NOTES CODE LOCUS MAP DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK,AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME.DRAWINGS SHALL NOT BE 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECTS OF ALL 11. DIMENSIONS ARE TO CENTER LINES, EXISTING BUILDING GRID LINES OR TO F°rlar5t' ,'" ` Collins 1 SCALED.ALL WORK SHALL BE CARRIED DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. BUILDING SUMMARY: a OUT IN ACCORDANCE WITH THE OWNER. CONDITIONS. Furlong Park rr fi� DRAWINGS AND SPECIFICATIONS,AND � �' TO THE SATISFACTION OF THE OWNER ti i Exsn +/- 41 ' � m Attn: Joe Arcari 12. ALL GYPSUM WALL BOARD CONSTRUCTION SHALL CONFORM TO TOTAL LOT AREA: g 3,625 SF AND THE ARCHITECT. 617.776.1900 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL FEDERAL,STATE, RECOMMENDATIONS, PRACTICES, STANDARDS AND INSTRUCTIONS GROSS FLOOR AREA: Existing 10,875 SF EACH CONTRACTOR SHALL SUBMIT TO AND LOCAL REGULATIONS THAT MAY APPLY TO THE CONSTRUCTION OF THE PUBLISHED BY U.S. GYPSUM COMPANY IN THE GYPSUM CONSTRUCTION ` SOUSA DESIGN ARCHITECTS FOR co PROJECT. HANDBOOK. APPROVAL;SHOP DRAWINGS,SAMPLES, USE CATEGORY: CUTS OF ALL THE ITEMS OF WORK ARCHITECT. µ�c PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE 3. ALL WORK OF THIS PROJECT SHALL COMPLY WITH ACCEPTED BUILDING 13. ALL FINISHED WORK SHALL BE FREE OF DEFECTS.THE OWNER RESERVES Use: Existing A-3 Museum First Floor INCLUDED SHALL BE APPROVED FOR �+ �+ PRACTICES AND ALL CODES HAVING JURISDICTION OVER THIS PROJECT. THE RIGHT TO REJECT ANY MATERIALS AND WORKMANSHIP WHICH ARE NOT Proposed R-2 Residential f USE IN THE CITY OF SALEM AND SHALL SOUSAdeSlgn CONSIDERED TO BE AT THE HIGHEST STANDARDS OF THE VARIOUS TRADES a HAVE AN ASTM AND UL NUMBER WHEN 81 Boylston Street, 2nd Floor INVOLVED. x m �. SUCH ITEMS REQUIRE THIS 4. REFER TO LIMITS OF WORK DRAWINGS FOR OVERALL DESCRIPTION OF ZONING DISTRICT: salem� Pressing of Giles Corey J�10 DESIGNATION. EACH CONTRACTOR Brookline, MA 02445 WORK AREAS. 3 oya ASHALL LL OTHER CONTRACTORS. WITH 14. NO CHANGES OR SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY t "" Sal Attn: Stephen A. Sousa A.I.A. B5 Central Development f THE ARCHITECT. Salem Witch Museum fah Com THE QUALITY OF WORKMANSHIP AND 1 617.879.9100 5. THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT SITE AND ALL `� ' z` MATERIALS USED SHALL COMPLY WITH SURROUNDING AREAS IN FINAL CLEAR CONDITION INCLUDING THE REMOVAL Salem Sound Coastwatctl ALL CITY OF SALEM AND MA STATE OF ALL DEBRIS RESULTING FROM CONSTRUCTION. 15. ANY MODIFICATION OF THESE CONSTRUCTION DOCUMENTS MUST BE BUILDING CODE: 4 " Ft"R' �,a+'"� BUILDING CODES. DRAWINGS SUBJECT SURVEYOR. reda+s< - _ TO APPROVAL BY ALL GOVERNMENTAL APPROVED BY SOUSA DESIGN IN WRITING. Salem Maritime National . Ha'Mhorne Y AGENCIES HAVING JURISDICTION ALL WORK TO BE COMPLETED IN ACCORDANCE TO: ,- (T Q - witch Dungeon Museum Historic Visitor Center NEW CONSTRUCTION TO COMPLY WITH c�ek APPLICABLE HANDICAPPED 6. THE CONTRACTOR SHALL AT ALL TIMES DURING THE PROGRESS OF THE IBC - International Building Code 2015 ..4 Ganows Hill : , NORDE-EAST SURVEY WORK REMOVE ALL CONSTRUCTION DEBRIS AND MAINTAIN A DUST FREE 16.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,SAMPLES AND Museum/Theatre� C ACCESSIBILITY LAWS. IEBC- International Existing Building Code 2015 zr + HocusPocusTours Peabody Essex Museum ' ENVIRONMENT FOR ALL ADJACENT AREAS. SUBMITTALS FOR ALL ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE 27 Congress Street, Suite 205-8 PROJECT. IECC- International Energy Conservation Code 2015 Salem, MA 01970 he Witch House IMC- International Mechanical Code 2015 217 Essex Street 7. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND IFC-International Fire Code 2015 nsion 780 CMR-MA Amendments to the IBC rden© Sees+ chanerstreet© ,�r+Kst Attn: Patric McCormack to VERIFY THAT ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION 17. IN ALL CASES OF CONFLICT,THE ARCHITECTURAL DRAWINGS GOVERN. 0 i Historic District z 527 CMR-MA fire prevention and electrical regulations 978-542-1920 OF ALL MATERIALS BY ALL TRADES IS PROPERLY EXECUTED. FOR LAYOUT,ALL CONFLICTS ARE TO BE IMMEDIATELY REPORTED TO THE r>f 521 CMR-MA accessibility regulations ARCHITECT. ro Salem Wax Museum Sea Leve 248 CMR-MA plumbing regulations Q 8. THE CONTRACTOR SHALL UTILIZE THE AREAS WITHIN THE SCOPE OF 524 CMR-MA elevator regulations ' i Sk WORK FOR STORAGE OF MATERIALS AND TOOLS. 18.ALL MATERIALS REQUIRE A SUBMITTAL TO THE ARCHITECT FOR APPROVAL. Norman St oem CONSTRUCTION TYPE IIIB (Mixed Used) amilton Han"BUILDING TO BE FULLY SPRINKLERED "e-Derby St8 Y 9. ALL WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVERALL OTHERS. 19.ALL WORK TO BE DONE IN ACCORDANCE WITH MANUFACTURER'S t t crn�ysc ` DO NOT SCALE DRAWINGS. IF THERE IS A QUESTION OR CONFLICT IN SPECIFICATIONS AND RECOMMENDATIONS.ARCHITECT SHALL BE NOTIFIED OF o DIMENSIONS, NOTIFY THE ARCHITECT FOR CLARIFICATION. ANY DEVIATIONS FROM ORIGINAL DRAWING SET. "ghSt -D°dgeS ro eet Cemetery Pe"'°d's ISSUED FOR: 10. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION 20.ALL UNUSED/ABANDONED FLOOR&WALL OPENINGS SHALL BE SEALED W mittsr WedSt PLANNING REVIEW OF THE WORK. THE CONTRACT DRAWINGS ARE COMPLIMENTARY AND WHAT AND FIRESTOPPED TO MATCH SPECIFIED ASSEMBLY. '$ IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. THE st CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK. SOUSA design - -a A r c h i t e c t s DOCUMENT LIST GRAPHIC & MATERIAL SYMBOLS ABBREVIATIONS81BoylstonSt.,2ndFloor Brookline,MA.02"5 617.B79.9100 - www.sousadeslgn.com ARCHITECTURAL: 1 ELEVATION REFERENCE BLOCKING® @ AT GC GENERAL CONTRACTOR P LAM PLASTIC LAMINATE W/ WITH A-2.1 AFF ABOVE FINISH FLOOR GL GLASS OR GLAZING PLYWD PLYWOOD WC WATER CLOSET A-000 COVER PAGE ATTEN ATTENUATING GWB GYPSUM WALL BOARD PT PRESSURE TREATED WD WOOD �rrREO A i� SP-1.1 PROPOSED SITE PLAN 1 CONCRETE PR . PAIR Q EN A. BUILDING CROSS SECTION BLDG BUILDING HC HOLLOW CORE PT PAINTED X-REF CROSS REFERENCE A-3.1 9 •� z A-111 PROPOSED FIRST FLOOR PLAN HDWR HARDWARE o 3. QUARRY TILE Q CH CEILING HEIGHT HM HOLLOW METAL Q oy Masse j F' A-310 PROPOSED NORTH EXTERIOR ELEVATION �F� / A-311 PROPOSED EAST EXTERIOR ELEVATION O DOOR NUMBER EARTH CL CENTER LINE HOR HORIZONTAL R RISER IfAF fps A-312 PROPOSED SOUTH EXTERIOR ELEVATION CLR CLEAR HT HEIGHT A-313 PROPOSED WEST EXTERIOR ELEVATION COL COLUMN HVAC HEATING, VENT, A/C RAD RADIUS CONC CONCRETE HWH HOT WATER HEATER REQ REQUIRED A-400 PROPOSED WINDOW DETAILS 102 ROOM NUMBER ® BATT INSULATION CONT CONTINUOUS REF REFERENCE A-401 PROPOSED WINDOW DETAILS A-402 PROPOSED SOUTH ENTRY DETAILS CPT CARPET INSUL INSULATION REV REVISION(S) Job# 1863 A-403 PROPOSED STOREFRONT DETAILS CT CERAMIC TILE INT INTERIOR RH RIGHT HAND(ED) O WINDOW NUMBER QOo GRAVEL RO ROUGH OPENING Drawn by SDA Ckd by S.A.S. DIM DIMENSION L LENGTH RTU ROOF TOP UNIT DWG(S) DRAWING(S) LAV LAVATORY Date 06.28.2019 LH LEFT HANDED) SA SOUND ATTENTION BATTS ELEVATION DESIGNATION ® WOOD EA EACH SD SMOKE DETECTORS EIFS EXT INSUL. FINISH SYSTEM MAX MAXIMUM SIM SIMILAR , .. ,, Revisions 1 ELEC ELECTRICAL MECH MECHANICAL SPEC SPECIFICATION `— SECTION REFERENCE DRYWALL ELEV ELEVATION MFR MANUFACTURER SQ SQUARE 2Nj , -3.1 EQ- EQUAL MD MEDIUM DENSITY SQ FT SQUARE FEET Jul 3 l.h 6.1 EWC ELECTRICAL WATER COOLER MIN MINIMUM SS STAINLESS STEEL F'T. OF rL.A"A"t,.,G � NEW DOOR TO BE INSTALLED TILE EXT EXTERIOR MO MASONARY OPENING STL STEEL Co UN'lTY ELOF%![-NT MTL METAL STN STAIN FC FIRE CODE / FIRE CORE SV SHEET VINYL FD FLOOR DRAIN NIC NOT IN CONTRACT EXISTING DOOR TO REMAIN STEEL FEC FIRE EXTINGUISHER CABINET NL NIGHT LIGHT T TREAD FF FINISHED FLOOR NOM NOMINAL THK THICKNESS FFE FINISHED FLOOR ELEVATION NTS NOT TO SCALE TP TOILET PAPER DISPENSER FIN FINISH TYP TYPICAL PARTITION TYPE FFL FLUORESCENT LIGHTING OC ON CENTER COVER PAGE FOF FACE OF FINISH OD OUTSIDE DIAMETER LINO UNLESS NOTED OTHERWISE FOC FACE OF CONCRETE OH OPPOSITE HANDED EXISTING CONSTRUCTION FOS FACE OF STUD VCT VINYL COMPOSITION TILE , FRT FIRE RETARDANT TREATED VIF VERIFY IN FIELD VTR VENT THROUGH ROOF NEW CONSTRUCTION A=000 These.drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and Is to notify SOUSA design Architects of any discrepancies 217-221 Essex Street Salem, MA 01970 MBTA STIN SYMBOL LEGEND ! GE ST, BRIDGE ST' PARCEL 35-0205-0 SALEM FIVE CENT SAVINGS BANK S.R.A. SALEM REDEVLOPMENT AUTHORITY STN.SND. STONE BOUND MARKER PL AREA OF LANDSCAPED PLANTINGS 9 #248 ESSEX ST. M R=•,.• OMH MANHOLE SERVICE TYPE UNKNOWN RIM OF SURFACE MANHOLE ELEVATION 3 STORY GRAN. GRANITE r� N ZONE: B5 OTMH TELEPHONE MANHOLE B.. TRAFFIC BOLLARD `� ? D I� 1 mSMH SEWER MANHOLE 01 LIGHT POE W 0 c OEMH ELECTRIC MANHOLE 0 X ST• ALL DRAWINGS,SPECIFICATIONS AND 7X O SWW WATER SERVICE HANDHOLE / GATE BOX o cSE PARCEL 35-020a-0 $ BY FACADE I BENCHMARK 42 OEHH ELECTRIC HANDHOLE _W-- UNDERGROUND WATER LINE ��> T Ln E- MUSEUM TO PEM ARCHITECTURAL DESIGNS ARE THE CABOT ESSEX NOMINEE TRUST m TOP OF $,WLY BOLT ❑BTD BOSTON TRAFFIC DEPT. HANDHOLE --G- UNDERGROUND GAS LINE ESSEX S ' "� LOCUS PROPERTY OF SOUSA DESIGN Z OF HYDRANT CAP FLANGE ®DMH DRAIN MANHOLE -D- UNDERGROUND DRAIN LINE ARCHITECTS AND SHALL NOT BE �j CABOT WEALTH MANAGEMENT ^ T #216 ESSEX ST. G c y, CONIC; BEERH ELEV. 7'�ABOVE,WALK LEVEL) OC BASIN CATCH BASIN -S- UNDERGROUND LINE ANY OTHER PROJECT WITHOUT PLAN] -S/D- UNDERGROUND COMB ED SEWER/DRAIN REPRODUCED OR USED ON THIS OR 3 STORY ' gc y FIRE HYDRANT _ WRITTEN CONSENT FROM THE D4 GAS GATE -CA/7V-_ UNDERROUND CABLEOUND CTV LINE ZONE: BS n pt. ®LP ,v�w/� w ARCHITECT. TMH V� C4 WATER GATE 1 v ,� ® �"�/l 6' CLF 6' HIGH CHAIN LINK FENCE _UG/E- UNDERGROUND ELECTRIC LINE THE CONTRACTOR SHALL CHECK AND 4416 ` ,� ' 1/`� dQ -O O" HVAC HEATING, VENTILATION & AIR CONDITIONING VERIFY ALL DIMENSIONS AND EXISTING 6Y FACADE ` -4 _OHW_ CITY OF SALEM CONDITIONS ON SITE PRIOR TO ` 1 OVERHEAD WIRES VICINITY MAP 123.45'(R) RECORD PLAN AND/OR DEED DIMENSION �+ _124-- CONTOUR LINE BEGINNING ANY WORK, REPORT ALL D cr 1 , a O D GRAN. CURB (TYPE: GRANITE OR CONIC.) 100.1 LC LAND COURT PLAN DIMENSION T {.r � 6HN ENN SMH N BITUMINOUS 100.11'(C) DIMENSION BY SURVEY CALCULATION (CALC.) DISCREPANCIES IN WRITING TO SOUSA �� DESIRIAN WAY ' E D �,./� R=25.18 BIT. CO NC. BTUMI OUS CONCRETE 'a BWS UTILITY POLE, NUMBER do CARRIER DESIGN ARCHDING WITH T BEFORE O BWSC WATER SERVICE HANDHOLE PROCEEDING WITH THE WORK,AND Cp88tE PE EDP EDGE OF PAVEMENT SHALL ACCEPT FULL RESPONSIBILITY - A BRICK �Lli'�D �}1lC.UtA�p M SS } E E �� 1�f WATER SERVICE SHUT-OFF VALVE DR LINE CONC. CONCRETE FOR SAME. DRAWINGS SHALL NOT BE W1TN PUBLIC _ VARIABLE E atNAGE 04 BLDG. BUILDING FACADE DIMENSION ®MON,WELL MONITORING WELL SCALED.ALL WORK SHALL BE CARRIED V` Up pUBL1C E C.BASIN� � ,�I D4 & DISABILITY ACCESS RAMP / CURB SIDE OUT IN ACCORDANCE WITH THE E R=24.70' D NETEeT NEW ENGLAND TELEPHONE de TELEGRAPH U/G SURFACE EVIDENCE OF UNDERGROUND LINES DRAWINGS AND SPECIFICATIONS,AND TO THE SATISFACTION OF THE OWNER ticr E ®LP eE. e9. N!{ X Z o E C.BASIN D 2 1 EMH AND THE ARCHITECT. •B. D S Ui1l E � 11i6 �Q N �>,�/'� EACH CONTRACTOR SHALL SUBMIT TO E •B. ` i f D DMH BIKE SOUSA DESIGN ARCHITECTS FOR MARKER'Ee6 1�B. v APPROVAL;SHOP DRAWINGS, SAMPLES, LIGHT ELEC• LINE s6. R=24.68' E STRET L I c D •B. ARDS GRATE E AUK D `" ELEC LINE ZRAFrIq BOLO u+ R=25.23' EMy -_^_ CUTS OF ALL THE ITEMS OF WORK �! J ^^ PRIOR TO THEIR INCLUSION IN THE BRICK W < STEEL Q CONSTRUCTION. ALL ITEMS TO BE 0 ^W 5 �.�.�-eB CK _ 1 ST `^ 39.7T UTILITY VAULT LEG LAND D SCRIPTION INCLUDED SHALL BE APPROVED FOR �L BANK CL ANG .J " r ,� ESSEX �}LP SURVEY PRECISION AND ACCURACY USE IN THE CITY OF SALEM AND SHALL D TONE WALK E ' ORP' NIA KER SIGN OUT q�G-- N�83C_>_.BUWLDNG �i4E 8 ARON CRNR 1 STEEL COVER PARCELS 35-02a1-802,80t,& 803 RELATIVE SURVEY PRECISION WITHIN THE 0.07 FT. +50 ppm TWO CERTAIN PARCELS OF LAND LOCATED IN SALEM, ESSEX COUNTY, MASSACHUSETTS, WITH ALL IMPROVEMENTS THEREON, HAVE AN ASTM AND UL NUMBER WHEN BEES ALLOWABLE MAXIMUM ERROR BY ALTA SPS STANDARDS. BOUNDED AND DESCRIBED AS FOLLOWS: SUCH ITEMS REQUIRE THIS C.BASIN D COB ti L O,b t14 WICKED GOOD BOOKS' RETAIL STORE R=23.66" so. S +1 ROOD�E- Fes' SL"�ACK I � THE PARCEL PERIMETER MATHEMATICALLY CLOSES PARCEL I: DESIGNATION. EACH CONTRACTOR AIy D �f E �W W R p20 LW�E OF i w #f DERBY SQUARE THE LAND WITH THE BUILDINGS THEREON SITUATED AT THE CORNER OF ESSEX STREET AND DERBY SQAURE IN SAID FLgO FROM a PL.BK.t 17 PLAN 60 TO WITHIN 0.02 PRECISION BY THIS SURVEY DESCRIPTION. SHALL CO-ORDINATE HIS WORK WITH R=23.80' E 1 BLDG>> g850, S.R.A. 44.10' BO9G O OJNDESS DERBY SQ' I P '0 SALEM BOUNDED AND DESCRIBED TH FOLLOWS: ALL OTHER CONTRACTORS. EMH BEGINNING AT SAID CORNER AND THENCE RUNNING WALK 4d3810 ' V 43.6. DEED I n pl 1 STORY WESTERLY ON ESSEX STREET ABOUT FOURTY-FOUR AND ONE TENTH (44.1) FEET TO A PARTITION WALL SEPARATING THE STpNO FLOOR 441' 8Y i O ZONE: BS THE QUALITY OF WORKMANSHIP AND fD E STOREFROVER FP,CADEII I p7g3b4gwE SpKtR BLDG' ROUND a x PL UTILITY SERVICES LOCATION NOTE PREMISES FROM LAND FORMERLY OF THE MERCANTILE NATIONAL BANK, NOW OF NAUMKEAG TRUST COMPANY, THENCE E SIDING 1PE 44.21 G ACCESS i n SOUTHERLY THROUGH THE CENTER OF SAID PARTITION WALL BY SAID LAND FORMERLY OF THE MERCANTILE NATIONAL MATERIALS USED SHALL COMPLY WITH -.�--E ►AETAL , , 44.42 LO pEED EMH 'X RELATIVE TO ALTA/NSPS TABLE A. SPECIFICATION NO. 11 BANK ABOUT EIGHTY-SEVEN AND SEVEN TENTHS (87.7) FEET TO DERBY SQUARE, THENCE RUNNING ALL CITY OF SALEM AND MA STATE ST, StGw 44,5 EY � SHUT-OFF UTILITY SERVICES ARE SHOWN AS LOCATED BY SURFACE EASTERLY ON SAID DERBY STREET ABOUT THIRTY-SEVEN AND FIVE HUNDRETHS (37.05) FEET TO A CORNER, THENCE BUILDING CODES. DRAWINGS SUBJECT I I O - OBSERVATION AND STRUCTURE MEASUREMENT ONLY. TURNING AND RUNNING TO APPROVAL BY ALL GOVERNMENTAL •~,CRNR. OF STONE GRO tAo IF DOR i m CYCLE OVERHEAD WIRES AND POINTS OF CONNECTION RETRACED NORTHERLY BY SAID DERBY SQUARE ABOUT NINETY-THREE AND THREE TENTHS (93.3) FEET TO ESSEX STREET AGENCIES HAVING JURISDICTION ALL FOUNDATION BY BRACE BY HELD OBSERVATION. AND THE POINT BEGUN AT. ' STREET LINE - NEW CONSTRUCTION TO COMPLY WITH - INTERSECTION. #217 ESSEX ST. BUILDING i BENCH UNDERGROUND LINE LOCATIONS WERE NOT MEASURED, AND PARCEL II: APPLICABLE HANDICAPPED --- `1g.21 ' INVESTIGATED NOR VERIFIED FOR SUBSURFACE ACCURACY. A CERTAIN PARCEL OF LAND WITH THE BUILDINGS THEREON SITUATED IN SAID SALEM, MASSACHUSETTS AND � i ACCESSIBILITY LAWS. n a o I DIGSAFE WAS NOT CONTACTED FOR PURPOSE OF THIS SURVEY. BOUNDED AND DESCRIBED AS FOLLOWS: o #221 ESSEX ST. BUILDING � � pEED PARCEL I I � R=24 Q4, BEGINNING AT THE NORTHWESTERLY CORNER THEREOF ON MARKET COURT, AND THENCE RUNNING �' '' LAND AREA 3,650 S.F.f E EASTERLY BY ESSEX STREET FORTY-FOUR FEET AND FIVE INCHES TO A POINT SIX INCHES EASTERLY OF THE WESTERLY �� J BY THIS SURVEY I FEDERAL (fie) FLOOD ZONE FACE OF THE DIVISION WALL NOW STANDING UPON THE PREMISES AND ADJOINING LAND FORMERLY OF cn z z DEED PARCEL II 10 (o�� PL, KIMBALL, NOW OR LATE OF HOYT; THENCE SA PL. THE SITE LIES IN ZONE X, AN AREA OUTSIDE THE 0.2% SOUTHERLY BY SAID LAND NOW OR LATE OF HOYT ON A LINE PARALLEL WITH AND SIX INCHES EASTERLY FROM THE 0 LAND AREA 3,845 S.F.* m � tq ANNUAL CHANCE FLOOOPLAIN AS SHOWN ON THE FEMA FLOOD WESTERLY FACE OF SAID DIVISION WALL EIGHTY-SEVEN FEET; THENCE v BY THIS SURVEY � i N ' INSURANCE RATE MAP NUMBER 25009CO419G, EFFECTIVE DATE WESTERLY BY A PRIVATE WAY FORTY-SEVEN FEET AND ONE INCH, AND THENCE � 4.1 � � N� � � G o I S0 JULY 16, 2014. NORTHERLY BY SAID MARKET COURT, EIGHTY FEET AND ELEVEN INCHES TO THE CORNER BEGUN AT. -a O.HANG ►� F im y N C.BASIN TOGETHER WITH SUCH RiGHTS OF WAY IN SAiD MARKET COURT AND PRIVATE WAY AS MAY BE APPURTENANT TO rn 2 3' ' O.HANG i AREA 3,625 S.F.* X C.BA IN 1 Rutl DINGc; F0 'c BY FOUNDATION FACADE MEASURE I� Rm2 p ❑R=23.23' SAID PREMISES. _4 " AREA 3,830 S.F.* AT SIDEWALK LEVEL u w 1w u' �+ r1 rn r' ' BY FOUNDATION FACADE MEASURE o,5 w�,, D® V 00 I��� IN R=23.03' CITY OF SALEM DISTRICT 20NING NOTES n ` AT SIDEWALK LEVEL F m INFORMATION FROM THE ZONING COMPLIANCE REPORT PROVIDED BY GLOBAL pl qz ?0 f CITY ZONE 85 o v 3 t/�� M ' CITY ZONE 85 CENTRAL DEVELOPMENT o p �� WY -+ ZONING, JANUARY 9, 20t9. {GLOBAL ZONING JOB1:GZ 6499) ADO_ / , CENTf2AL DEVELOPMENT , , N SHU -OFFS z PROPERTY ZONING: 85 CENTRAL DEVELOPMENT xC> v y WATER i W O PL. CURRENT USE: RETAIL, OFFICE, MEDICAL OFFICE, MUSEUM. PARCEL 35-0254-0 P n�O 70 � SERVICE co SITE DIMENSIONAL REQUIREMENT'S MARKiLLOP TRUST LLC N I `'j' N N i BENCH y MINIMUM LOT SIZE: 2,000 S,F. EXISTING: 7,495 S.F.* ISSUED FOR: <v 1 R00�RIDGE ELEV. 93,1' -_ << --- 9R1CK CHIMNEY ROCKA.FELLAS RESTUARANT - o � yo+ . __ __-- -- -- " - TOP ELEV. 103.6' i G x MINIMUM LOT WIDTH: 30 FT. EXISTING: 88.5 FT.: COLONIAL HALL AT ROCKA;ELLAS QS •o�^ s , 0 "' MAXIMUM DENSITY: 6:1 FLOOR AREA RATIO EXISTING 4,53 FAR:-1 D ANTENNA ROOF INSTALL r PLANNING REVIEW #227 ESSEX ST. rp �,/� ► a'� MAXIMUM BUILDING HEIGHT: 70 FT, 6 STORIES EXISTING: 4 TO 5 STORIES T,I h�.a I TOP ELEV, 111.1'* I M < o PARCELS 35-0274-801,802,803 & 804 / PL.BK.117 PLAN 60 G� g 44,7 FT & 67.8 FT. HEIGHTS PL.BK.352 PLAN 16 0 f� 5 STORY BUILDING 00 ^4 v D4 AND SUBGRADE BASEMENT „ 4 4 STORY BUILDING i � ���� `'' #5-7 DERBY SQUARE MAXIMUM LOT COVERAGE BY BUILDINGS: 100% EXISTING: 100% f A 2 STORY AND SUBGRADE BASE►AENT N 'j,f'' 1a•0 2 1/2 STORY CONDO. BLDG. ZONE: B5 ' STEEL BY STONE FOUNDATION & �; SOUS design BRICK FACADE AS DIMENSIONED o BY STONE FOUNDATION AND WATER W ri ry FRONT SETBACK: NONE REQUIRED EXISTING: 0 FT. S.F.* LADDER r SERVICE I PL, > � STREET SIDE SETBACK: NONE REQUIRED EXISTING: 0 FT. S.F.: A r c h i t e c t s N P BRICK FACADE AS DIMENSIONED ` PL n C INTERIOR SIDE SETBACK: NONE REQUIRED EXISTING: 0 FT. S.F.: O.HANG ROOF RIDGE ELEV. 93.1' N a REAR SETBACK: NONE REQUIRED EXISTING: 0 FT. S.F,* 81 Boylston St.,2nd Floor N FLAT ROOF ELEV. 70,0' 44.7 FT. Z 00 (HEIGHT ABOVE GROUND FLOOR; 67.8 FT.} 't (HEIGHT ABOVE GROUND FLOOR: ) 4.1 P GROUND FLOOR ELEV. 25.3' ; BENCH ,Qp�'J r � Brookline,MA.02445 GG PARKING REQUIREMENTS O,HANG d n� BASEMENT FLOOR ELEV- 16.T p D GROUND FLOOR ELEV. 25.3' 3 8wwwsouwdesOgn.com 9 $ASEA�ENT FLOOR ELEV. 12.2' MINIMUM NUMBER OF PARKING SPACES: NONE EXISTING: 0 SPACES o^o ,Wt3 m LOWER GAS BOILER PiT ELEV. 12.4' )° o, o lz REFER TO THE CITY OF SALEM ZONING ORDINANCE, CODIFIED THROUGH AMENDMENT OF NOVEMBER 15. 2018. a ' ELIMINATE FIRE i oNBASEMENT ESCAPE STAIRS I H PL, 3 N '�Fp�N R. �► ACCESS PL. LAND DESCRIPTION BY THIS RETRACEMENT SURVEY �` Fn PROPOSED GROUND BASEMENT U ACCESS i TMH POINT OF BEGINNING BEING THE NORTHWESTERLY PARCEL CORNER BY THE SOUTHEASTERLY MTAL LAND AREA N �4.a5'^ ROOF EDGE ELEV. 90.4' BASEMENT FLOOR ACCESS S86.32'21"W I 8 ^-.^^ STREET LINE INTERSECTION OF ESSEX STREET AND HGGINSON SQUARE. 7,495 S.F.t o BOTTOM BRICK FAUX BRICK SCREENED ACCESS ► FROM THIS POINT OF BEGINNING: OF BLDG• ON E'LY LINE AN ROOF iNS?ALL * 4Tt" BY DEED i t 37.05' LOT 37.05' 8Y DEED tL _^^-- 40.87' ^ BENCHMARK 41 N7836'45"E A DISTANCE OF 88.52' TO A POINT BY THE SOUTHWESTERLY STREET INTERSECTION 0.172 ACRE o Mass DG OF HiGGINSON ST. TOP ELEV, 101,8't 1 S86'32'21"W AND 0.44' SETBACK 47.08 LOT 83.65 R•A GAS RISER u LADDER BUILDING CRNR. BY �,� TOP OF WLY BOLT OF ESSEX STREET AND DERBY SQUARE, SAID POINT BEING THE NORTHEASTERLY PARCEL CORNER, CALCULATED BY THIS SURVEY 2� \ FROM N LY LINE OF WAY W 4 KIZ R / m DERBY So. LINE W WATER W, LINE OF HYDRANT CAP FLANGE THENCE S02'42 08"E A DISTANCE OF 93.34' TO A POINT BY THE NORTHWESTERLY STREET INTERSECTION F 5 WAYC INC. WALKWAY PIPE 4 84,1T B D ' •B Oo 10"0 INTERSECTION yY ELEV. 22.73' (NAVD88) OF DERBY SQUARE AND DERBY SQUARE, SAID POINT BEING THE SOUTHEASTERLY PARCEL CORNER, yOFtAa I/I/A / A PRIVATE WAY BY DEED CALL STEEL TEEL'PLATE 7.11' rn o IRE E CAPE TAtRS o (2.2' ABOVE WALK LEVEL) THENCE S86'32'21"W A DISTANCE OF 84.13' TO A POINT BY THE NORTHEASTERLY STREET INTERSECTION FOLLETTVARIABLE WIDTH .� 7.32 i PUBLIC PEDESTRIAN USE COVER W f ° ' _ OF DERBY SQAURE AND HIGGINSON SQUARE, SAID POINT BEING THE SOUTHWESTERLY PARCEL CORNER, r Z r STREET LIGHT E ��� THENCE N05'05'26"W A DISTANCE 81.16', THEREBY RETURNING TO THE POINT OF BEGINNING. 31TLE REFERENCE PUBLIC - � BOOK 2260 PAGE 578 UNKNOWN PURPOSE p E (� *LP OPPOSITE ABUTTER BY FACADE � � PL 15"0 EHH c ° E gUWED ELEC. LINE DM EMH THE DESCRIBED PARCEL CONTAINING 7.495 SQUARE FEET OF LAND AREA, BEING 0.172 OF AN ACRE, AS SURVEYED. OWNER: ESSEX STREET LOFTS, LLC 45.97' BLDG. ' ' ggTTOti+ BRICK 4i SMH EHH S S S SMH S R=19.74' O 732 EAST BROADWAY, SOUTH B05T0N, MA 02127. OF BLDG, 4N LINE TITLE DEED: 37323 PAGE 218. TWO PARCELS OF LAND. G, R=20.26' R=19.82' ED DMH RECORD PLAN: NO PARCEL PLAN OF RECORD FOUND. 1863 C m l,,l. � 11 � � Job o R-19 76 SALEM REDEVELOPMENT AUTHORITY BLOCK PLAN YR.1970 PARCEL 35-0255-0 Z PARCELS 35-0252-801 THRU 808 > C.BASIN FILED IN PLAN BOOK 117 PLAN 60, OLIVE HOLD+NGS REAL EST. OFFICE CONDO. BUILDING ,, R=1g,48' ESSEX COUNTY REGISTRY OF DEEDS, SALEM, MA 5 HIGGINSON SQUARE C.BASIN ( ) SDA S.A.S. O (A N R=19.21' HiGH SIDE Drawn by Ckd by # < in IV 5 301 (HIGH SIDE) Date 06.28.2019 LEDGER RESTUARANT 0 4 STORY ,I LP '� GRAN. CURB 125 WASy!NGTCN ST. f ZONE B 'x 10"¢ EH CC; PL,BK.117 PLAN 60 X C PL.Bw..352 PLAN is t � � � � �!� � O GENERAL NOTES2 STORY c/Tc PLAN A' J `u•� • . ' 1.) ASSESSORS LID: 035-0251-0 SITE /-LA 1� ZONE: E5 ,? o co PL. EMH 40.05' W 2.) SITE ADDRESS: 217-221 ESSEX STREET Revisions A 'O � �I o I Aw SALEM, MA 01970 #217-221 ESSEX STREET a o In, A m I W 3.) LAND USE: COMMERCIAL do OFFICE SPACE - 2 BUILDINGS /•►/ m �8 N �� 4.) ZONING: CENTRAL DEVELOPMENT B5 CITY OF SALEM A � /r tM 51 0 i < CITY OF SALEM x 5.) ALL BEARINGS REFERENCED TO STATE PLANE GRID NORTH. ESSEX COUNTY MASS. n �' m � -< OLD TO HALL 6.) VERTICAL (HEIGHT) DATUM: NAVD88. ALL UNITS IN US s i n r c) �' DERBY SQUARE �z SCALE 1 = 10 DECEMBE'R 18, 2018 > fir, F, N SURVEY FEET AND DECIMAL PARTS OF. m ,Q.� "' I o > 9 `"' 7.) PROPOSED GROUND FLOOR ACCESS SHOWN, AND PROPOSED HORDE-EAST SURVEY n� PARCEL 35�0253-0 A ..4 ` ELIMINATION OF FIRE ESCAPE STAIRS AS SHOWN HEREON: EHH CITY OF SALEM yi [] I �n REFER TO ARCHITECTURAL PLAN DESIGN BY SOUSA DESIGN 27 CONGRESS STREET, SUITE 2OS-8, SALEM, MA 01970 A N i �, ARCHITECTS INC., 81 BOYLSTON ST. BROOKLINE, MA 02445 z Tel, (978) 5421920 E-mail: norde-eastOverizon.net ac, 2 SiiORY I CERTIFY THAT THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES OF `..," HISTPRIC { F''^���- �D GRAPHIC SCALE Ir STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT :a,,..� �� ,�99 � NO NEW LINES FOR DIVISION OF EXISTING 1WNERSHIPS OF FOR NEW WAYS ARE SHOWN, �• ^T.'CK (MASS. GEN. LAWS, CHAPTER 41, SEC. 81-X), J. �M 1 10 o e to '0 DRAWN BY P,MCCORMACK, PLS DALE 12/18/18 „_cc7*.•.CK w l �.:;7t5 PROPOSED �, y� ;r�T: � r� , 1 ( � FEET ) / OF REVISIONS: 4/ls/ls DRAWING ND,: 868SITE.DWG PROPOSED PLOT �rr��+ 1 inch - 10 !L DATE PROFESSIONAL LAND SURVEYOR, MA LICENSE NO.38715 ALL COPYRIGHT RETAINED BY NORDE-EAST SURVEY ,A'JB NO.: 868 SHEET 1 of 1 PLAN PROJECT NO.868 SPM1 i These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all Information and dimensions In the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies PROPOSED NEW STAIN WOOD SEYX S'V ■ DOORS WITH TRIM SURROUND _ TYPICAL PROPOSED NEW STAIN WOO 43'-5112" 217-221 Essex Street DOORS WITH TRIM SURROUND TYPICAL Salem, MA 01970 F.F.L. =0'-9" ch d F.F.L. 0'-0" I ALL DRAWINGS,SPECIFICATIONS AND I = iv ARCHITECTURAL DESIGNS ARE THE UP iv PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR I • ANY OTHER PROJECT WITHOUT 36-2 5/8" • o WRITTEN CONSENT FROM THE W ARCHITECT. 2 I F.F.L. =0'-0" THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING PROPOSED NEW PAINT WOO , , CONDITIONS ON SITE PRIOR TO STOREFRONT WITH TRIM SURROUND • ' ' I , BEGINNING ANY WORK, REPORT ALL o TYPICAL • DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK,AND SHALL ACCEPT FULL RESPONSIBILITY C=7 FOR SAME.DRAWINGS SHALL NOT BE SCALED.ALL WORK SHALL BE CARRIED • - OUT IN ACCORDANCE WITH THE N DRAWINGS AND SPECIFICATIONS,AND TO THE SATISFACTION OF THE OWNER r _' AND THE ARCHITECT. • F.F.L. =0'-0" EACH CONTRACTOR SHALL SUBMIT TO N I RETAIN EXISTING • Q SOUSA DESIGN ARCHITECTS FOR U) DECORATIVE COLUMNS DN ETAIN EXISTING = APPROVAL;SHOP DRAWINGS,SAMPLES, N &BEAM STAIR ASSEMBLY CUTS OF ALL THE ITEMS OF WORK N PRIOR TO THEIR INCLUSION IN THE 7'-11 1/811 F.F.L. =0'-0" CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL =0'-0" HAVE AN ASTM AND UL NUMBER WHEN _ F.F.L.N SUCH ITEMS REQUIRE THIS . m M N DESIGNATION. EACH CONTRACTOR SHALL> Residence ALL OTHER CONTRACTORS.A TE HIS WITH M� THE QUALITY OF WORKMANSHIP AND Lobby MATERIALS USED SHALL COMPLY WITH N J Q N _ �w ALL CITY OF SALEM AND MA STATE _ BUILDING CODES.DRAWINGS SUBJECT ` = TO APPROVAL BY ALL GOVERNMENTAL F.F.L. =2'- 1" AGENCIES HAVING JURISDICTION ALL F.F.L. = 1'-3 1/2" NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. Dr F.F.L. =0'-0 0 r Elevator i ' F.F.L. = 1'-5" rn �I j N ------------- co = F.F.L. =0'-5" F.F.L. =0'-0" Ln o� t----- .._...,—• Stair �r N 'TO I LET ------- J Q 0 N ------ F.F.L. = 1'-4" _ ISSUED FOR: RETAIN EXISTIN PLANNING REVIEW BANK SAFE STRUCTURE ----- -- ------ ��___ - F.F.L. =3'-111/2" = F.F.L. =0'-0" L-_ --�1------- --- --- SOUSA design cn vF ' A r c h i t e c t s N ' (V •��- ' N _ 81 Boylston St.,2nd Floor ---- �� D NN L------------- Brookline,MA.02 5 wvwr.sousa deslg n.eom MEN 0 NNE 7, Jo Nw ------ ---- _ pF ry ED A N A. o� • o Q Q G � 51-011 N • N IDG W WOMEN o M855. -----(�----- P `H - • OFMPS ETAIN EXISTING - N ���. • STAIR ASSEMBLY • 2 p F.F.L. =0'-91/ Mail J i F.F.L. =0'-0" Q ETAIN EXISTING aD w • BANK SAFE • _ Job# 1863 o N STRUCTURE N Drawn by SDA Ckd by S.A.S. _ DN 16'-8 5/8" L Residence Date 06.28.2019 o r Lobby Revisions SILL:3'-8" SILL:3'-8" SILL:3'-8" SILL:3'-8" SILL:3'-8" SILL:3'-8" HEAD: 11'-9" HEAD: 11'-9" HEAD: 11'-9" HEAD: 11'-9" HEAD: 11'-9" HEAD: 11'-9" PROPOSED PAINT NEW WOOD DOORS AND SIDE LITESWITH TRIM SURROUND TYPICAL PROPOSED FIRST FLOOR PLAN 1 PROPOSED BASEMENT FLOOR PLAN 221 ESSEX ST Amill 1 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all Information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancles 2 -221 Essex Street 17 Salem, MA 01970 REPAIR EXISITNG MASONRY REFER NEW COPPER FASCIA TO GENERAL NOTE 3 TYPICAL TO MATCH EXISTING TYPICAL ALL DRAWINGS,SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN 71­'.f'�" 7! 77- -7, 77'777P7 7 7,77 ',�4 o ANY OTHER PROJECT WITHOUT RETAIN, PAINT,AND CAULK EXISTING q 16 WRITTEN CONSENT FROM THE �X' CAST IRON CORNICE COMPONETS ARCHITECT. ................................................ Upper Paraptt ..... ......... TYPICAL lq-,/ 63' 10" 7,_ —-—-—-...... THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK, REPORT ALL DISCREPANCIES IN WRITING TO SOUSA NEW PAINT NEW WOOD RETAIN, PAINT,AND CAULK EXISTING DESIGN ARCHITECTS BEFORE ROOF LINE BALUSTRADE COMPONENTS TYPICAL FOR SAME. DRAWINGS SHALL NOT BE SCALED.ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS,AND NEWARCH C14 TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. NEW ALUMINUM WINDOW ASSEMBLY TO MATCH EXISTING NEWALUMINUM WINDOWASSEMBLY EACH CONTRACTOR SHALL SUBMIT TO SET WITH-IN EXISTING TO MATCH EXISTING SET V\ATH-IN SOUSA DESIGN ARCHITECTS FOR EXISTING CAST IRON TRIMS AND SILL WOOD TRIMS AND SILL APPROVAL;SHOP DRAWINGS, SAMPLES, TYPICAL TYPICAL _77 CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE Fifth Floor 0--je— aim INCLUDED SHALL BE APPROVED FOR — — —-—-—-—­ - - -—-—-—-— —-—-— —-—-—-—-—-—- —-—-—- 51 7 f/2" 0 ........ USE IN THE CITY OF SALEM AND SHALL 0 0 iD�Uc: 0 0 HAVE AN ASTM AND UL NUMBER WHEN RETAIN, PAINT,AND CAULK 4'. SUCH ITEMS REQUIRE THIS EXISTING CAST IRON DESIGNATION. EACH CONTRACTOR ARCHITECTURAL COMPONENTS SHALL CO-ORDINATE HIS WORK WITH Lower Parapet TYPICAL ALL OTHER CONTRACTORS. -—-—-—-—-—-—- - ............ -—-—-—-—- 0 0 —-—-—-—-—-—- 0 0 wr RETAIN, REPAIR,AND PAINT RETAIN, PAINT,AND CAULK EXISTIN MATERIALS USED SHALL COMPLY WITH CAST IRON WINDOW TRIMS AND SILL ALL CITY OF SALEM AND MA STATE EXISTING WOOD CORNICE COMPONETS TO MAKE LIKE NEW E:1 ILE TYPICAL BUILDING CODES. DRAWINGS SUBJECT TYPICAL TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH RETAIN AND REPAIR EXISTING Ij 10 L k iu Ij 1i Lj 4.j 4.3 ILJ LJ dj tU LJ dJ #Lj Lj dJ tLJ APPLICABLE HANDICAPPED MASONRY REFER TO liiiiiiiiiiiiiAHHHLIIJililliLlUUUHHHLIUHHIIIIIIIIIIIJUUUULIHHLIULILILAHLIHHI-lllilillilililiiiiliiiiiiii= ACCESSIBILITY LAWS. ARCHITECTURAL MASONRY SPECS Y-A IM Or 4WIM--ov,40t,6ft'46 "L V*cq- -4*kV"1 t V 0%ft- W We W'!�"ftm�1�*'i?All t A-001 tNOI:Z�� W. *� I WIt'-ftft; i NEWALUMINUM WINDOWASSEMBLY -IN TO MATCH EXISTING SET WITH 1h Fourth Floor ............ I qlu U �u U 101 U U U U U U 11 EXISTING CAST IRON TRIMS AND SILL %-J-4 0�_�T' -—-—-—-— -—- TYPICAL NEWALUMINUM WINDOWASSEMBLY TO MATCH EXISTING SET WITH-I 0 0 0 EXISTINGWOOD TRIMS AND SILL 0 0 TYPICAL 0 0 0 0 — 0 RETAIN, PAINT,AND CAULK 0 0 0 0 0 0 EXISTING CAST IRON ARCHITECTURAL COMPONENTS TYPICAL RETAIN, REPAIR,AND PAINT EXISTING WOOD PANELING COMPONETS WIWI CAST IRON WINDOW TRIMS AND SILL ISSUED FOR: TO MAKE LIKE NEW TYPICAL TYPICAL W%*m AV--*WAW-1 Val"c�A* PLANNING REVIEW ar—Olk"V U Flu *W"Wf,�i4 4*" "t;:1,-4 W,1�Am V"Ra ,MW V"' W7W77-7� 0" Third Floor 10 1 DI 311 ......—-—-—-...... i6io-1 0 . ........ ... 0 r 101 r 0 1 NEW ALUMINUM WINDOW ASSEMBLY t e c t s Q�_28' - TO MATCH EXISTING SET WITH-IN A r c h 1 EXISTING CAST IRON TRIMS AND SILL NEWALUMINUM WINDOWASSEMBLY TYPICAL 81 Boylston St.,2nd Floor Brookline,MJL 02445 617.879.9100 MV www.sousadesign.com EXISTING WOOD TRIMS AND SILL D D D �_41 TO MATCH EXISTING SET WITH-IN TYPICAL IP- _j RETAIN AND CLEAN EXISITNG STONE p] 7711 77 ENTABLATURE COMPONENT TO MAKE C) LIKE NEW TYPICAL q RETAIN AND REPAIR EXISITNG MASONRY REFER TO *Nov,* V 11104110-5611410911 11 IBM" ARCHITECTURAL MASONRY SPECS A-001 RETAIN, REPAIR,AND PAINT EXISTING CAST IRON CORNICE 4 0 F'194 U. , CORNER TO MAKE LIKE NEW �Ah Second Floor TYPICAL 5—, MM1% —-—-—-—-—-—- W 4 W. wpp to R1V`1"?_..­_' .2111'z'�!_ "X, L 'i MIR 44101 ower Second Floor y""- A4 -11 1/2" '49 _'M .L u_ RETAIN, PAINT,AND CAULK 1863 Xj NW- Job# M N' EXISTING CAST[RON CORNICE, ' g [ATICr AS BANK 111" g­ SIGNAGE BAND,AND TRIMS g", n A M BAN'K 03 ;DA S.A.S. NEWALUMINUM WINDOWASSEMBLY TYPICAL Ckd by Drawn by TO MATCH EXISTING SET WITH IN EXISTING WOOD TRIMS AND SILL 1-4 CAST IRON COLUMN COMPONETS TYPICAL RETAIN, PAINT, AND CAULK EXISTING Date 06.28,2019 TYPICAL A Revisions 2 1 7 ESSEX STREET .77 4"'"wom lop, L NEW PAINTED WOOD STOREFRONT WITH TRIM SURROUND N AND INSULATED CLEAR GLASS 5j # sill TYPICAL First Floor �54'i A~f* ---------------- ­_9 To- NEW PAINTED WOOD RECESS V-) 0, - -7777 r L=g 5 & A-- MR" L 2 2 2",!M_*PR� 'Vul;i PANELINGS AND TRIMS UNDER STOREFRONT PROPOSED NORTH NEW STAINED WOOD NEW STAINED WOOD ENTRANCE DOOR TYPICAL ENTRANCE DOOR AND HARDWARE AND HARDWARE WITH TRIM SURROUND ELEVATION RETAIN EXISTING BANK CLOCK WITH TRIM SURROUND TYPICAL RETAIN, REPAIR,AND PAINT TYPICAL EXISTING EXPOSED FOUNDATION TYPICAL NEW STAINED WOOD ENTRANCE DOOR AND HARDWARE WITH TRIM SURROUND NEW STAINED WOOD ENTRANCE DOOR NEW PAINTED WOOD TYPICAL AND HARDWARE WITH TRIM SURROUND ENTRANCE SIDE LITES TYPICAL A WITH TRIM SURROUND TYPICAL M=310 PROPOSED NORTH ELEVATION Scale: 1/4" = V-0" These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written perTnission of SOUSA design Architects. 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I.-___1­_­ t-­r,-.�1-=-4��.,Zf--­, PROCEEDING WITH THE WORK,AND r , ,­1 ' ,,.- 4 ­­ ­­�-, - ' '_ - - -T-, � .,T -,�,�­­,-,4.",�,'��!"-".-",.�,��,-�M�-f�- 0��,ip W, ''­Z.�;4-:1fi­­­L�� r, �­: I*-11" - ,:A-, ,:­:r- . ___ _1. . , r ­ - _r�' I-- , ;i '. - - ,4, I -_� 0 1 - '_"X`"'___"r'" I _ , �, _­ 1* A 4--- , - ..�­� - - '%'k�f� �_�.�� -I.- _ _ ,_,=�, Q_ - F "I.�� -* , �I � � __ ��N ,� ,- * --- _4*71-�_ ,IiAil �" .-­-�­4-i-4-,-_,�­-11 ­111----. I _ �,, _7 ._� , _ 7,77 _ , , � - kr*� f,�,�o � _� ,& . -, t - 1� - - _7t�,�,�,_�J,�:"p�� . _7 � - ­14­___ `7' __ - if��,,,j �]z_14 -I=,-- , ,- ­,­ , _____ - =.:�,,, , E. -- - �! ", �; _ .7 - �� , -_r� ,_ _ _7� - - "" ,7"),* A--A 'M I I _­;��­�­_­�-- , - ,"�2 -__ - - A'A"I AfXz ,,, �Tj§t_. I � ��')� � Xl.t -- __1� .�,,"Z r,, , I .- 11�?,111,�� I I ,;,�� ,�'Ir-I 1� _i% ­_�-aZLX__;l I __ -,­,_­­bl,� �4�� 'XSE'T'44 -;=­F41TI-a� X-_4�i,44�ljq��14_, ." �Ai, _:��, ­­­ �Oug I z .- - -1 I - , ,, 4 �, .. - _�7: �:; - r SHALL ACCEPT FULL RESPONSIBILITY , _1t4�1_,,1­?r -�._ 11 I r ,7 - ,*�T " , - 1VT1.'rr5Mr=r ,��; �_�1'1��1 _ - - I I- 4". - ­I-- tT­1��'.,­4',ei 41��!-��,, ptv 1­ ­1 I '�t�.e I � -, - ­�-� ,,, '�`�1-7��'�_'�!��i'7�!M­­ 15_11pl.t��.I_­��­�T�,�4�1­-1 --:�-,,�­..1 - I ---- ­,-k t_ ,Z , ,- - ,i--;%-,�.,"����,-'-�jLtt-"-."�ll",�E'l- L� , 1�rtl _!l ,,,, - ­4''P, - " ,it��t�'ur'", , ., =. 411E4 -1 _',', �� - �­ -i I MEr -F -- " I ,­­ � � I ,--I-= yl�_;. - _� tttj, 'r iv, - . - ... _� _�� �', -t,Ir,..�r .�4 �t - 1. 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DRAWINGS SHALL NOT BE ., Jttw- � 1­0 � �=:;�� '397; "S 77=_ : -1 lw�l­ P_� �ff I �", ­� �- qk,�r 4t � � a , , nt� ,�, - in,,_t_,,:,,�4 ­Plk�n -.;,v I 14_� , , �- , r 2, �f��;,V,�, �1­;_ "N" -1 ZZ - 4 -- , -�-J ""�: I = - I -r,!2� imt -5 1�_ _j�*7± , - ,a - ;.-- -::., � _�. ­1 I t�""� I - .��-*'�,jL,44�t4.,�,,���,?��,.�"-,-,4-�-*�'i - � �g��a _1� Ill- j, 1�,,.__ , . _,�­ � - t, ;- (N .E��,-­� , � , AM--t't- .!� # I i,_j­.L;_,.. _�.__. - - -__C_ ��.­=I_r:,71�. , � '! � ��_:�-,* , , , 1--, -3"��-'44�_­1­0-- ��n 1�4�_ 1 � �.4'� J_ __ ­­ I � - "I 1.4 ;7�.� ' , ,".,."Imt .�,11 11 __ � ­1111-:-, -T,I---­'.- ­ ,��-,,-,� -- ­'�­. -I � 'N� - i, �r , I , , , , - , , - __ - :��41�11;,A 111K*,��qa,Z�l ,4 . ,j 'r, .jl 111%4�"4�,�.�'. 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I_t .',� - . rt_ , ��',I - � � � :::- � __ -Fa��,_'A! _W111 7 ...", , _­�11_1-9. -, _ ­­­­ , � .", '� , A,-'_;i;, , . _� �_:��o4," _ V -1 1;1 . 4!:a.:��z�,�,�,, "', " TO THE SATISFACTION OF THE OWNER �­­ ­1 �-- N rr,4,n ,�.�'�_.. t1i '­­ ­1 _.r,,�,1.11111 11 ! ., �T� , 4,��-ft �.,�" � I i _4'­,..'' - -,---g- I I " _� , 4 -il I- ','�, 4�­�j ­­�­�­�---,i I __ I ��f___ *__ C14 - - --- "t "i -�:7 ,7 ---,, 'k, j,4-',j"Tri,�Z: 'L__,��'Ilm�.,!::%E',, - �a -� �7" _t_,�,-n �� '� 1--t-'1�11��,IYV_l -r_ �­,_--_,�Z�,'_'J_ ,­rl--,`qn�­ - .-, Vrn-�­-1, _U*1nr1*T�1�,,,!T .,;,�7r!!�.r_---p4-gt��­� ,� 1* -'�'.:_�t_"'_i­ �--� ,.­ I I I . -�7 I.,- " � ,4��. -I 1;,-�,X�1���44-ry ,,,. ,�� '�­�, ­­�?�­,­ _4.4*_, � , , ,Oan, .�,�.i .J� , . ­-,!_,. 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'1� III- 11�� - :�T,.M,tr � � I _2 tr I " I 1. -­'­­'11__f__�, , , , .; , ,�, --U�rm - ,�1�'41 ­,�_ _;I��_V IF172" - . .1 - ,- i......4;��- r.,t 0'XI" EACH CONTRACTOR SHALL SUBMIT TO WOOD CORNICE COMPONETS .�Z,I I ., _'_­,��_—_T___-_��n_l'__,4 �: . ­ 1 4 �1 " ,;�. 4 74 -IJZ-I I � __ _ , Z,.-I , -��_­­ ­cz_'EC4T��,,z, 4�41'1 � , �� _4� , ,-I ��,�-, L - �� � �� - -. - - � -_ 1. I 11,;� -, .I., , ­�­ - ��,, - -­ --l-tr, , - ­4­1�-,�,-�t,w­`-, ,,� �=L-: ., " """i I I . I _j­ ,�' _�­ In �� � -r-,- t -, ,� _,�4��­4 -�., _',,V ,, ,r� --t- ,VA* ,� � -� SOUSA DESIGN ARCHITECTS FOR i­� ��­� r 'I ri� - ­­­ -r --r 1.�� �,� --= ..�, , - -, _� -r��_ _�,,�_!,:�, -, It-- , - .. - - -"T, -11, I _11- , , - . ­",�WjX4�1­ � ,,I I,-,I�A 1�- ,t_g!��Z'P, ,-­",!h­- tq��,;,r,Nr, l,�-, -`-,T­j� X, ��r ti-I ­ - I V", , I T TO MAKE LIKE NEW 4 - -­­1 I'm ,7�-,�,i�',Z- . -7 �,g"j,"�,;t�� - �,,��i---�' --1--��t,'I!r I"t, ­11 ­ , 7 �_ -.1-�­"-,-.4, " r -, , ti� i�� ` -,--"-, , WF4­'�,-,; 1 ­X�, - LA, � 401 mo, ,4 _ . ­­,�. -,7- ­� -1:-,-. -1 _f, I " I,- , �� tL7 �7,:��71;1 ,J:�4!i��­_ �,i��'P,_'i�,jl . ­ - ;-, - �� 4_L__,%;­f4.,­_�i__ �14�j_ '. .4 4�,*+f�� -I;4- - 11 =­-�,�� � ; ,4_,@,�,, ,!� ,�3--'t".1, � ,- 4 - - All)� �4�, I- - t - "" tlt APPROVAL;SHOP DRAWINGS,SAMPLES, rll�� 1� 4��, ­ .� �nv­.-�f-�,rr,l�------,,,,"T+-t_ ��T�-- -;�a= %­ ; 11 1��4;�­�,-�-[:,7� r, 1�rz�ltt�� � �_"M.-j�_f,,"I 41 - , r - - 1 11.-�_ , - ­ '�"'�� --1`�'-" -- �­­, - -­1 - t, , a-T" - --1XV,; -7,f -.4--.7p,�-j-, ­,L� �'- ,� _"gS 4- - ," " " �...... - , -1. - 4- ­;"1 , -1 . - ­.�Ij"­ t,,'_:1__�� ,I -.-- :�� - _­.�J�4.i� 34,� � � � -Z - i,�4',�_�, TYPICAL 4,P". - - :Jr- ,�,,_�I�ik-_��- �x t,�� �,-,;,:;:-,_Trn.r-, azl�' '�.Tr7_"'7T%_1_ 'V1A,n1?i-__?j T_e �11 �_ - -V'�� - F '11O.", , . �. rr I �f��,T,Z� t�� - -_4�,-A-L -, -I 411pt-1 I -L4 k ��, uL� -4�' .1 I 4,.f I I " � 1'4'114.11­1,14�� z _. � - �_,k� ___ _o��i�- ,,, " " ,,,� -� � , I I n;Z,��,4­� rt ..­- - , '� - . I­-,­ 11 tF - 74. M�! -,N_,rF_-,�� .? +4; '*704�5g Ir­ CUTS OF ALL THE ITEMS OF WORK tL - , ,,��A",--1*�,---it,� . --A" I - 'i� I I ��;�.i'_-;.:�'.'_i--,,-f �� i�l I--,"--- ­.___Z__-,----,--�-+­. .,� ,I '.il - , - 11 � , �;4�­ "I __ 1, I . _4 .�-f,t���,�"k-*,,'.�l,"��.�,-P'� aml �, , 1­,�­,�-��A�,­-; . - u - - '' 4. �"-4�1f.4 _" I I :,,�' ,I 4 4 lj�" M�17-r ­lk 4z�% S- �-- , ,�z7&� ,, __,'. - -1, -4 __:�,-_,t - "I' - 7 ,­1T, _� �- �...... : , - ­­ _ I , , , ,.,�,4�,-�,­*-, _ � �t _k ���-V*r,-��-�,-.,+,�'�'-.,,*-,�,.-A'*, 5 - ,-- qf, I... 1-1111­1_-,".-_.� ­­,­;�z - ����," A 9-t- I - . - ",", _-­�­�r,,, ,,, . ...1-i -1 0APV"A­"a"t";­ X. , � I -�� - '41-,g,M­�� T,I 1,*1��'11,1�_"0,�i�Ii,* I v-11_!: I i;��, 'I ;�- �_Ilil';�Mjrl , .1 Rl_1: 'r,��..4��,i�k,'��,f�,,,,v2.-_"��.��,�"f--:,a-,."E-�;Ti�:-�""p,.-,,; � . x - -,,­;-�, ' _'14 -E�V_1' 11 11 , I er�_�� - I _­x - I �� - . �� , , , �r4-_�­�­ -,;j i . I .1 ,�, _� - ­_­1'7- ­ , "-, ���`_:; I , 4_,,t��g�, 4,�-A�_�­_,­,� , �. ­'�.�L­ -4��'�,_,­ ,- , � �_�� I - - ­ .. ­ ­ 11 ­ ii!-� - " PRIOR TO THEIR INCLUSION IN THE I- � . I '.1 - ,�,� _. -,* li, - - �---�� _-r-_�_r- .1 , - ­1 - ­�-r-­­, �f"" -Z �,� '�'" -, �. I � I'll, , .- . I ,��, � , " - ,� . :�,­­11­11__,� I �t�-,,���l�--,�t,;..,�*��,-,��,� ��,q ,�:J�-,_ _,rLt,­�,�.Ozl"" ,�"Y'�,�, p- �.-�,W,�*�F.i!�4�,�,,,�,^'F�,',:�t�-",t",.�e- -1 ��ft, .7--"11 �-!�`��,,�M­ 4.I - � ,�', �i - __ , �� ­1� 7�,.�,��11,, , �- I 't �., -fti�li�­�g, -�, �� � , 17t � 011 1_y1r,-�9R'1,!M15_1z i 1 "A �;. +,V!" �.tl-�j+"*t-,'f k'**yf **­�--",4,� " 7M I , �-t�7,�'�U T, � � *�,T- _'� ­ v­­, ­-� - .. �.�___: ,_7 f ,_ 11 _�_ r-W"'. ., "". �,,� - - �17- , � -�� 4q,_�f,�-,�_f -- ,,, Vy .r z�;q�y.z�=-­Z­­ -1 73"__ =".1, I I�a�� , r,"', ­"" - "'p,tt , � � ,�;�Z--,.- , Z_7___� ; , � 'T '! I "­-."7-",r;�; -, 1 ---L-, - ,tnq t*T7�1 m-'rq-q-t�q ,r;i rtm,� Z:,.T � -r7--. I- ��t, - � - i-r101 v_,5 - I IT - -7 �, � . �.�_ -lf�.I �* - -T Zw.�Et ,., ,:� _t 7 -.!I ,­ . __- - 4,�,:4' CONSTRUCTION. ALL ITEMS TO BE .:�k�!�­­_-­ ,, " r, �� �r � .4L ". 4��­­ I - - I I _.,-,�- � , , �_,"_�,4,­t�k�-4_4-�, ,--,----,- ,-, , ­1 r , ,,,�!-4-,-,e-" , , '-,d�ii�u *1'41�. ­,Tt! =­r­ , -, ­1 -1 �,. _' I ­',,l� � or�, �, t4t14--t�,-,-"'w � . �--I I'll - _�� 1. 111. ­ _r�'i, - - t I `V� t,-, 11 _­�, � �v 4_- � .��. r _:� 't ,J�.-_ -_�� A��_.�14,._t, -r.--,- -ar ,*� _ -4-____ - ,� -�,!t,�j �,,v ",' j �, ,77-T .� ��:t_41�­,_� r­,r,��Z,T�,,-�,_� �. . FF, INCLUDED SHALL BE APPROVED FOR + ;�,�, "', ;C.1 i;Pl 11-1111T --*I -, __'1�4t,__�­k�" ":r" - -'�­j-,,�� Af ".­jz�xl­� -­ I— � . . ,,, 'r, t,; . Z��a�_�z-��_u -,��i_�; --,--�7,t�-�.t.����'l�-;-,."-��,- "L _-,,=z,4:4z , �1 1�� k,w,�,t. , ,'j�7�T!�,`t�,1��- �1��jg( I .-2,�­­ - - iz� .I �� -;r,.I� -�,�LL­,� ,� - .- � - , �­,4--­�.'4', ,,, __ -1 '....".- ,, -­Z- - ��i­,,- ­�-­��,',l � I" E J� %'Vq,)�WV�:0=_,,1: ,. ,�'­=­,-,��1,1, � , ,_z� Z7�,,�,, _:_� �4;;f�,i"��`,, I a - . `.�- " l� 15; .r. �� 4 1 1 l . n;,�A�I�*0. ­; � , .. __ --��-�L---�l.T,-:�,�,,,-�-���t.,�,;�i-��.�,; - -�-�.­ U'a-�-W ,W.", wi �­." - 11 _4'y 1 ,1,a­,­ 1 � - 11� � � I I K,� , ,­ '' I , 1 � 'r`77�--l'!7-------__,,­,�_, -­��, "- 1_i�� �, - 't -.r�*.r, ,- .1- - __ - - - �a ') , , , I Irt.�- li�, " - , - ��_­��­ 1 �,,r-,:'--r-­:;t%-2,� - -,tt��-,�­�n,,,� - - , I ��, " ", -� �z_�, �r -�__, � , r a Fifth Floor ,�* - ,,-�.�­ ,2* _1* ,n��_, _7+1_1��17�1 - ��_:,� 1�r _�'_ -��_-_ �� I I I 1--r- � ,�_ ;� _ . I __ , I ., �: ; = � i ,, .1 7, - _ti�,=_�ftq._d�A­l , �� - , _,. - ��,A- ,;� � 'Z- .r,=r,z_=.,_,-�-] . _ �� "r ,Z� -, I V ­-, -m-�;�, 11, �i�447"f Z-jit,-tz-;t; -,I .- . USE IN THE CITY OF SALEM AND SHALL ttz �� � ;7 _,;; t 17:71 � -—-—-—-—-—-—-— 11 �Iw: Fin":R, '..'1t._.!­_.­­_,4 _,,_,,���, -, _17 L; -—-—-—-—-—-—- _"�� �.-�- ��...�'.l 1�,4_�,a�.,�" ­­ �, �, 2 1 - ___ 7�11. ' I'l-1 ,� ,_� � llr.�. � , 4 ,g-;�11"­,,,�,-,,- �- . 11 1� L t'.I-.�J.�_��,,��-,7_'��."'_ � � -�1+t"A ---� - � , � - "'-"- 111111�51' 7 11Z _14�1' 1 , ttr__.14��T 7:-7--_'* -�� + �� I . I IX-11 11-- - i._��,_" ,� � ­��__�1 4*�.�;�_ ��__�r�.I��_;­ ,,k,,,iiLc � - ­1 � � �i , - ":_"4.r 2_1'1�d. ,.,,,. Tq-:=- *�,.Vt-ML.1­ ;j-1,-.1 . , "Irtil � U ", ,� :T_�:,j�_, �;F t�'-�� � RO F JE ALUSTRADE , ,- � �,�� - � I _X I I I" � DESIGNATION. EACH CONTRACTOR I - � 1 �;��-4,04 ­ 11--�-L I 1.1 �K­­ A 4-:1. -I- ..�� I- ; , , 1. - 11, .., - &_, . __­1,­.. '. 1, t4 444 .111 "A' T COMPONENTS TYPICAL SHALL CO-ORDINATE HIS WORK WITH ,-, �_._­1�I 1�"..� ­­­ -e I ­11,11i, ­11- 111- .2-1,11 - , ­1 � I . ;,�,� 1�_._'__t�­t',_�," -�,�:�,,, '­ - � --i�,-� � --ji�­�t7 r _,,__!_��_'_"��- - I , T _ �_ - _,- '. � ­,_� -_�, �_ I 414�___,_,�:t�_` ,-�'l-L"I,�.t��A.r:L�.-�-,�e,-�n�.z. I , , �­_.! .",A,:*�� � .�, �, ,- ,- - I , � 4 4� 11 ., � 11 � I , , , � - -1-1--,", ... - _,_:q_.__­­'�_­��r� _�­_ - -L. ��,_­-_�­, � , _�� � . ,i,� ,--�- �.Ktll 7 . I 11 gi4 14L. _1_1�1'!��", .1 _1 - � , _�, ,1--,��: - . !��.. .. '7' . "I _ ­-------,-,-*- r1h Lower Parapet -I, I ,21 "I z 1_��, -, ,� _.,�4 ­ , THE QUALITY OF WORKMANSHIP AND %�)— __ 48�- 'V'_'_­___'_'_'_ Im 0 4�_, _ .1 - . - -11 I - V I'm , F 11- I I - - . 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DRAWINGS SUBJECT - wol? %AP � 2 -0,-�_� Inu#1D UH ###� #91 ' , - REFER TO ARCHITECTURAL ,� E ����"Yqu, �?� I [:::] L ���M E COMPONENTS TO APPROVAL BY ALL GOVERNMENTAL "---' TO MAKE LIKE NEW AGENCIES HAVING JURISDICTION ALL -­­ ­­ - _ ___ I MASONRY SPECS - I 15111 - - S I I I ; '­ I I � I 11 I �­ - I I � - " - __ ­­ _ - .1 It El 0 X3 T M 70 M *0 tO iM i13 M M M Tu Vzu cu im im TO o,zl TO LEI M 70 7E] IM 70 M � 0 t�l fl, __1U___C j� Lj �,Ej k 41 i - -­ �,, F I � I % k � - -1 I -1 . 1_1[lwwu� 11 11 11 11 11 lul lWW , ULJUUUU[M H1jWWWHWWWjejU W.L I- RETAIN AND REPAIR EXISTING ACCESSIBILITY LAWS. wwul-jul-l�j� WWWLjLj�W, __ W 11 11 1H11H[1HH QWl==, Ill 5.1iWLJUWUULU1111UWU, Uy,LQWUWUW ,=�i111�1"1 '1 11 li I � H� :, YUW�L ; -__ - = -- PWUWI 11 -_ - � : I _ . 064 01,o� ap, ,. 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I ...... ._-_-_-_­--_­­--­ - ......— . ­__ � - CIN - I - — —.—,—,-- . __ _._ ;�­ ­1 _­—-—-—-—- -—-—-- . . � I ......—-—-—-__ � :r_* _;..i- %,t,48�1 — .� , ; i !�� �:� ;i I !; 7;; _N -aft I I I . . . � I 1, �: � i_*9*#U1/ZF14*:4CWIQR_Z��4:14 k-ft "_"P,.Z�:--4�ts C-)w h4- - - I I I I I L - - L L 1- I I I - . . 10 I 409mv at IX I � I I . I I � ., . I il I L 11 - W7-6- -w ""Pei No,V""M Aw vallp � M a I'lln"liMS9739W =15 W 11-1 .. W , IM I - '__'L�' ;1. 11 ' 'I I I . L I . � ,� ! ­11 h, 4W�*"-_�n*"Mn&VW-ft-WW -_J 1t±±j L '.ftv. - . . FlamLannu ! - �­, I xtakwl"%, - ... . . . . . . I- ---- -' ,- 11 - I I I I I *I�_A hft- - 1%X�W1Wr___171_4 �_.� 4& __ ___- - xwl%�­j. :' r� - - ­ � !1�'4M*^,o , wl?Mw�,___ I � , 11 . 10140 0 1"O"o OFIA"W"WW", I avw" 'L z , 1000*54w& %001104�1~a Ill 11 I 11111 � 11 PROPOSED EAST � I ; I � �W" L _ mv-po-Im" - I '"117111 : 4 . I 1"A"I I I I Ill 11-1 , 111 I 1:*111111201111411M.-TIM;"CV*11=141 W V" I I IR W_A%%=_*" mmwt-0 . L Ir I I . so 'MW !$"*" . I L vaiiiawrVaTma"IVA"mollat" , I I 0mr"o-mc. I I'm- . . . ELEVATION .�WVXNW*111_ I � 1­ 1A '2�, ,_mlvv murm-rW.-M.WX WIPION*10*110r.� LLL I � I , 11: ��l 1�11 I I '1111190"W", ---. I I . ,� .. 1­ - I *.-V -jftM--,_Aw* 11, ��� ­ m1w,ft-, - I L L - !,r�, 7"Tr,U'F,�,�v --- - � ,"� V­­� �Vrl'*%.'T�^C* 7 'I L�1 _ -, I . dooft�.- .i­ Name"' � - Z:jjzj±I Al I , .L I I � 1. -I _V 04 I'll- K1. v , "I I I , � ,- � r I,�%,-L � - . : I :I - .I.., L I � � I I 1� . I . I_ I L � ,- I . ­ 11, I ­ I "' ILE 4A, ± .�, I � - 77'f�`2221.�­72��- \ �;;LL: :1112%'�L_ - — MRLY_/ L PAINT EXISTING \\- NEW ALUMINUM WINDOW ASSEMBLY NEW ALUMINUM WINDOW NEWALUMINUM WINDOWASSE RETAIN, REPAIR,AND PAINT EXISTING I I TO MATCH EXISTING SET WITH-1 N METAL SECURITY STEEL BAR VAULT ALARM TO MATCH EXISTING SET V\1lTH-IN EXISTING ASSEMBLY TO MATCH EXISTING . I EXISTING WOOD TRIMS AND SILL TYPICAL WOOD TRIMS AND SILL TYPICAL SET WITH-IN EXISTING � BEYOND METAL SECURITY STEEL BAR I WOOD TRIMS AND SILL TYPICAL I . . A=31 I I . . I '_ . " "' ' -' __ - t '�' -2 '��41 � , ,�, � I 1� I . . . . I � I I These drawings and specifications am the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third partywithout the express written perTnission of SOUSA design Architects. I I Contractor to verify all Information and dimensions In the field prior to start of construction and Is to notify SOUSA design Architects of any discrepancies . . . I 217-221 Essex Street Salem, MA 01970 ­4 011 , If :Zli 41, ALL DRAVONGS,SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN =z ARCHITECTS AND SHALL NOT BE & REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE El ARCHITECT. Upper Parap t .................................... ............ 63' 10" ;=77=77'.".77 THE CONTRACTOR SHALL CHECK AND VAO"a"mtr.*4&40pjopvq"mb sumv.1"Wasw 410"Im4wrilli wi QM�m owns" VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK, REPORT ALL DISCREPANCIES IN WRITING TO SOUSA ""Z ill"ery V"o'llin,w2lill too ft"Wr"noill qv""V-41 a W�*ma Val V* 1.14mom 5� DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK,AND SHALL ACCEPT FULL RESPONSIBILITY as "*vm FOR SAME. DRAWINGS SHALL NOT BE "pw SCALED.ALL WORK SHALL BE CARRIED Vff&"*V� N_, OUT IN ACCORDANCE WITH THE eamp"c�l-V 3*Ulwell f*49l V�j 4a�.'ft 1 14 4"10_ry 'm at*t On wo 111 401 W-'* 04 DRAWINGS AND SPECIFICATIONS,AND 04 TO THE SATISFACTION OF THE OWNER so RETAIN AND REPAIR EXISITNG MASONRY VWX a&**4"T ANDTHEARCHfTECT. REFER TO ARCHITECTURAL 9 9"Mm��iw 9"W t-ftPriltm-lis,%--s we"" 40 11.10 flit MASONRYSPECS —1 EACH CONTRACTOR SHALL SUBMIT TO 110cmill- arm misil SOUSA DESIGN ARCHITECTS FOR APPROVAL;SHOP DRAWINGS, SAMPLES, All __s - CUTS OF ALL THE ITEMS OF WORK 4will also"ItN PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE I will W;;4-% I LA 10 at 0_1 4 1 n ofto k_`1 t 9 W%ft.zun 84 111 1 W W: Will,4 Z! *b 0 ft 7 W I rsl� INCLUDED SHALL BE APPROVED FOR Fifth Floor .................................... ............ USE IN THE CITY OF SALEM AND SHALL 51' -7 1/2" t HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR E 19 SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. Lower Parapet —-—-—-...... ...... THE QUALITY OF WORKMANSHIP AND 48� z"4t" �x "i? A*W_­5$0 AL-CITY F SALEM AND MASTATE [77 BUILDING CODES. DRAWINGS SUBJECT IVY TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEWPAINTNEWWOOD NEW CONSTRUCTION TO COMPLY WITH ROOF LINE BALUSTRADE APPLICABLE HANDICAPPED YA t7-AL X Hi 11 11111ili Hill ACCESSIBILITY LAWS. 11 h 1i li 11 LjHH[j[jLJj[j11i 11-11111111 ffiHIII J1 11 11 11 1[1 1 1111 11JUL11111 11111i 1111 ILI!j 1i li 11 J1111AIII-ilft 111jifflill-11-11i COMPONENTS TYPICAL 1*111i INIPT"?at 40620944mv, less, no 0,1, 00$NO 411MV:Aill&VA 411"V VW "Mille Vm val New Vf4vowt"**"lt4e sil INAl�145Rr-sAw Fourth Floor _4U S' 4", vow* NEW ARCH NEWALUMINUM WINDOW ASSEMBLYTO MATCH EXISTING -IN E I I ET WIT WOOD TRIMS AND SILL TYPICAL AftImm RETAIN, REPAIR,AND PAINT EXISTING WOOD CORNICE mow,il�­sl,Vl vl. i 9 N COMPONENTS 1A TO MAKE LIKE NEW TYPICAL ISSUED FOR: VIM PLANNING REVIEW RETAIN AND REPAIR EXISITNG MASONRY REFER TO All IL______-A-tL-- ARCHITECTURAL VA SOUSA design MASONRY SPECS Iraw ome4am Third Floor OWWWW*Vjwr sperm se rA a V"M W Will VOW"'llillilis eff%lflewl Bill Alft — - —-— — — —-— —-—-—-—-—-— — OV Sx. _:'r AU 28 -�' .4444-- - -M�7­v-T4­.-Al_—,"�W' � I I�`bl - will wl tgw&w e.-*ft towwo 9"iWaft 114401"MM W,Ail WNW*r"'Ol r 4dr WW*W Wl4hlill"M V,10i 0 V-"*In MR ft W_4 W 5 0 Is 010 led.A a W fe�1_440=l will NEWALUMINUM WINDOW wom"cr-, 1***Z" "Voorg- w.-VI 7 81 Boylston St.,2nd Floor R New lleft�ofl lill 9 NEWALUMINUM WINDOW Brookline,MJL 02445 V. p,qll,WoMlelill will AW*"NIA"Sk.4" aw**qWffvw.W"W WNW ww osel - V-, —Illll ASSEMBLY TO MATCH EXISTING 617.879.9100 ASSEMBLY TO MATCH EXISTING v~w.sousadeslgn.com SET WITH-IN EXISTIN WOOD TRIMS AND SILLTYPICAL SET WITH-IN EXISTING WON WOOD TRIMS AND SILL TYPICAL 0 ­=W N NEW ALUMINUM WINDOW dl�\ ASSEMBLY TO MATCH EXISTING 00 me WOOD TRIMS AND SILL TYPICAL All I 4AW 0" "Imi q Ur o"o I I I A 2777777177 W w-W-4m —0, Second Floor pil K__ all a Vi W 1-t- 41 LO Lower Second Floor 14 ZZ,94 Jb1%;A ASul='b", SMOAK Axiiiii Job# 1863 taw* of���4m Vol -%Mx" RETAIN AND REPAIR EXISITING Drawn by SDA Ckd by S.A.S. 11 MA MASONRY REFER TO Z7�- lap,2VW� ARCHITECTURAL MASONRY Date 06.28.2019 Owl VP will SPECS Aloll"eke 4" WW W, Revisions EPAIR,AND PAINT Li RETAIN, R W EXISTING METAL SECURITY STEEL BAR TYPICAL till To V9*a t iOW4 lop,-oft"" "will ft-,ft-vwl 1014wj"owl, vft�wl A Aftm."ll_. NEW ALUMINUM WINDOW 40 go*IRMO"a" 94A V 4 0 W-1 1! 9; "W 0 W,m*V V 10 0 a W t VIM* will 1!:`71%1"i'l 4"'Otm?"i Iwo ASSEMBLYTO MATCH EXISTING %qwm fit 0.11i Ill owww'ow",t%waom won Ar.1-600%*Um "Waft ir"#Iowow wlmm it ftbllll��Cw"x _'ll- — . I SET WITH-IN EXISTING WOOD TRIMS AND SILL BEYOND "melt- rw 0 METAL SECURITY STEEL BAR _0VIslif ww" z 4m 4uwqNwl—1 W ILAN wwwoL�� so igrAwqmg-4 W 4&4tqm=4 11i es will" Im si 7, First Floor ............. 01-011 Pnr 'w'410im Mow — —-—-— I "fit "WAR,10"Pal Wessell t%4r,"nx of Wis fill, ft loswm"r""In*role -8 cap ek V, Ink. .0i PROPOSED SOUTH =�Z* -4014"- Ar -ft sell^&l "wis si,"r.)f- tonotl,P*�_MNA;o 4 -00 w "to "i sw l'oe,will 0, ft ELEVATION P wwaal Vw%jjC;wwW essill will MUSEUM LM REMOVE EXISTING NEWALUMINUM WINDOWASSEMBLY RETAIN, REPAIR,AND PAINT FIRE ESCAPE RAILINGS TO MATCH EXISTING SET WITH-IN EXISTING EXISTING METAL ACCESS TYPICAL WOOD TRIMS AND SILL TYPICAL DOOR NEW STAINED WOOD ENTRANCE DOOR REMOVE EXISTING A=312 AND HARDWARE WITH TRIM SURROUND FIRE ESCAPE RAILINGS 1�7_ t7 TYPICAL TYPICAL These drawings and specifications am the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. 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BEGINNING ANY WORK, REPORT ALL - V*gap4ift:�'U"VjM 4A*011�1 R�' :e� - __ -K,:* -1�"eVW11k41"Wft=,')ilr16C��_1C 0**&%�V*a*14%Q="llw" � ...' �-"' a rekzu�4 4 0 1 w P'%r%Own to k':�-w#*wrwfaz�-i"*.�a 0 t'l*WA 0 ft=r" , �-�___ I I: =�"W"Or,4 oft* ':��V*V��!f� I MV.� ' - '91, DISCREPANCIES IN WRITING TO SOUSA 11 1 W.4"'W"-*"*A%V�""Mgo*wgm*$""VAMPlevm"gsolo,q""Josv�*slr, 0*M�Vvp%-""'*Moen "vita"=Ww"Oug"".wo"0 - mram V7 et'�'WWI#W ms ammm vin in vmwrrw"ov-300"40"' 1""r"�-'V%-V*v_% !,j p'_�:4,z�r.U-k'-_%-'UW4r..4"V�W"*-_M&.'WW1W'W�.�AW%&WAW-, , .' ,�� ­ 'W-.W.*A."V'-0'ro'*"W�*W _'"'�*'W­ ­_0 ,�.,W"A.Iv�,�#^�wma�f-",ft.:�4.:"Ot,v"tw,a�"MM,4--,�-*--*�s:v�,�­"WU"MW""K*'.'%-� , "��!-!7.W"V,0­'1Q0'W ft�' . I I . .. ; - RETAIN, PAINT,AND CAULK EXISTING L_r""` . _ .�t' ' I ' l%z":';�%*Cr*kz:'4e* - - - ____Q" � DESIGN ARCHITECTS BEFORE �V. is wzw*C.vW4*,:;_r*=*'& --*, *,-,Wq"'"C-`*v'-4 1110�;�*# EQ "'K,ew. a . 0 wow V'q�"V_1_*­ I �' . wwase"SAW9.1*112 Immiumewe'vet-'aftomimp"Wo"iI I .q�vwwvp­ft W10 CAST IRON CORNICE COMPONETS -1. I 0 W�*4;W4W � PROCEEDING WITH THE WORK,AND : � "WWr4-_1.;-A-'A�C7 -IV , M 4-C-141-1411114WO�_1 W:17 A*W"%&KZ1:1 � I'm SHALLA CEPT L IBI TYPICAL . � 11 lawl-r, t&a� 154TAktue -,'IV I %ftWW*PAA* ,. C%tr__"� I W%k1*e1&`*W#0ft#�!A*TAk0jd_11V � I ar"Ver"" " - 1.A" P"W,xr*w"Mom-n st""mrW � WWOrm"W00%r,lw-- I � FOR SAME. DRAWINGS SHALL NOT BE , 1P . 1 �2 *A-fffflWt�__49* . , 1 46ftlu 1­ I AWW"&=_*0 Mriwe"W�.:�e"4DOV-4 I 4�0001vkrjrl = V"ft0*V_1%1FWW** 'WkIv C14 SCALED.ALL WORK SHALL BE CARRIED -1 ".111.*X-490wompgoew _ .W""Qwm��'"Wdva ow lip"Ow�.'alwo �X_*Wvrovw�wff-v :71.0 =11=m � - I I --- �- . ' Aww'* WIMV 1* - I SCIAMR, ��;"k*5*'i" �__1009*_L*��A V_ I " 10104" t4oftam"'Ma �I ____ �Wg W, il-A"r-,I, I � 7. OUT IN ACCORDANCE WITH THE 1. �.-I*wow�r- -- - .*__*.'-C�--�-__1N%"�~ MW 1 4W MR-6006-1 49MM..4 W�-1-1-1 I 0_',A R*"W4W A F'.A 0 ft.9 W.f--'71 10010ft OR 4100VAN C14 DRAWINGS AND SPECIFICATIONS,AND ! ;N,;" ­1 ­:7-74._S­'�rl_'� __­ WW?A't-_1"W0 �" _.T'­­WMIll -1 � F.__Z1=R'Z_'._�i.A."_% soct- -11 10 va W""7nz'f*q*WU�NWVWt" 1 ____**VZ1W'4 TO THE SATISFACTION OF THE OWNER __ L 0=9- I I 1 C14 � � lornmv .111, I Mas 0;;;.-4;-.;;;q'�`-' *R'VT*2'4�n' *ft0WrVV*z1!liW - 1111"Ifttwo 'M0=**rA'W-W$c*q"" --_ I � . I� - .... #- AND THE ARCHITECT. - - I _'�- iVqw**4 W-. 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I GW0w"kX__VV*t' ', 1. .��4.-W.---'X',1;21�JW"VA4,0�W, '�_= --- "I - T �72; PRIOR TO THEIR INCLUSION IN THE = � -.---- I �**V"Waft-ftvvsq';� VW �Wfavwl , , . 11 -1-1 11 - 'M8V%W'*4- ---- inl� wl� 1­1 . --- .­1 I—- 1-1 - ­­ ­-, -1--­ ', ".. . - - ­­1_.__'­-------­­1 �- 1­1,"­ 11 ­'.-­ . ." 11-1 I I...-,-;"­ . I I­­--,-.. 77:741T.Irl .� qww'e'-'��*IrWr'" W-WOMIR? ,or, -pro-,MWOMP"'Z 7I " CONSTRUCTION. ALL ITEMS TO BE -- ' ,;0�� ft"G�r_t'o-�i ' - ' -;5i-��-'*Ibor__%Alffic_' -IV_1SVTW_11ft1%r__ r 'V-N*wa.-�46 V�14%"Qr­% -V_'-W_ *rv-_-InA�w I .'.'4"�vmr._� M*Pff­t*"Mv'�n*� ;;�w ,*,-- I,,$ - - lt7 a 97-1 11 0'IV­1 1� ^�' V*0_'4^1t__1*1�__** -.,to��4*"r--�%�_l . , Pt4l - -�� 1.4*11M womp e,IMP, -*iV*&=) 7 _" '4Mn1t*V#',' I I "% vow r'*jn**all tmw V*� "Mme-a",�C11-011 '"M VIA �� wi I I WRWft*;A; vn�wmw I W800 ATAk*j" INCLUDED SHALL BE APPROVED FOR - I ,,, " . 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I _&M7-_' ; -� -s?iV7�'6-V--i'qW - -T"' _*.*I,M,f --Lv "O'_ **_' ,.v s;�4= .. ,_' ., 4�_Triwit _�' . - _% '*4 _"W_"eft� _ _ ___.� ,���,,�. �L - - --"U--...,�-A�-�-.-,�-.���--&�-.kummmv�mowmfte*w,roc&&,�-nom �Wll �� , ._ ­� *'!�^-*%we%6'&Awhw.t%tl�W'06�' STOREFRONT TYPICAL grvw W-VI"W"49w, -, . QW0.4rWIMI-1�' 1wWrIA101""ll"0�­__ L � 1 `4 - j"1jdd06**r �' _ - ­7 - __.1'.rAW'*Smot"L=.*qo*t=,vq*4AMr"vsuu.mo"mow" C I e*ft"W.V"**^-**'M f L I - I r ELEVATION I I I L REMOVE EXISTING NEWALUMINUM WINDOWASSEMBLY . I FIRE ESCAPE RAILINGS TO MATCH EXISTING SET WITH-IN EXISTING . . . TYPICAL . WOOD TRIMS AND SILL TYPICAL . I I . . I � . . Am313 L "irmh . - * ' ' ' ' ' ' ' * I ' * "I ,__ '..'�_' 11 . I �"'_� I I � I -__ I I 1; I L a I _� , I . - I , I I I F_'111:1, t �'. M � ' - - - -1 __ __ 11 -­- (LI-i ___-, - ", - *11 ' I 1:! Owft4r, � .* "r : """ I MW .'� '..=W149_1b"l "-�-*r' mw�t-11-11, 4mlvw '= i �;:=-._;.K* - I � �;"'3- - I ;;- ", -.I- . . f M *...� .VIP, _��' :7 � OWMI" =' - " , . � � 1%, F�. t F�'_;6" 1 '. " '_ H -= I "'r"� I L 0.14 N - r IT I -��T-__�-il 07- �q.�_'�__ I I-W gs--i, ".- .. , *9&M*w"W I ,,aItt"" I - .':' . �6=1� 1 4 PROPOSED WEST ELEVATION - - __' ____ Scale: 1/4" = V-0" I I I These drawings and specifications am the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third partywithout the express written permission of SOUSA design Architects. Contractor to verify all Information and dimensions In the field prior to start of construction and Is to notify SOUSA design Architects of arry discrepancies . . "v EXISTING MASONRY iv WALL TO REMAIN WINDOW NOTES: GLASS NOTES: 1. Provide Diamond 8101 Double Hung Aluminum frame windows as 8. Provide factory weatherstripping completely around sash and CL. 1: Insulated clearglass with low E coating EC Argon specified or equal as approved by Architect. Install windows per frame for complete seal. Backer rods and sealant around frames. Glazing shall meet international energy code 2015- 217-221 Essex Street manufacturer recommendations. Requirements REPAIR AND PAINT -11" 9. Interior half firberglass Screens inside. Frame finish Salem MA 01970 EXISTING BRICK MOULDING 2. Dimensions provided indicate the frame dimensions of proposed to be determined by Architect. CL. 2: Insulated Tempered clearglass with Low E coating WINDOW SURROUND windows. EC Argon Glazing shall meet international energy code (TYPICAL) 9 9 9Y 10. Hardware finish:To be determined by architect from range of 2015- Requirements. 3. Verify existing framing rough openings prior to ordering of windows. manufacturer's optional finish. Including height and radius of round windows. GC to coordinate framing requirements. 11. Provide safety glass perbuilding code. N 4. Install windows with aluminum sill pan flashing. Increase 12. Contractor to see building elevations and details for elevations indicated rough opening heights as required to accommodate and alignments. flashing requirements with wall framing. 13. Fixed transom window window widths to match door widths ALL DRAWINGS,SPECIFICATIONS AND 5. Exterior color: to be selected by Architect from manufacturer's window. ARCHITECTURAL DESIGNS ARE THE to review with Local Historical District. PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE 6. Interior color: Painted to match Architect's sample. REPRODUCED OR USED ON THIS OR REPAIR AND PAINT ANY OTHER PROJECT WITHOUT EXISTING MOULDING TRIM 7. Glass: 1/2"Clear, Low"E" insulated glass, argon filled; U Factor-- WRITTEN CONSENT FROM THE WINDOW SURROUND maximum. 26 for fixed windows, maximum .30 for venting ARCHITECT. (TYPICAL) windows. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK, REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE o MIj r, PROCEEDING WITH THE WORK,AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE 5 SCALED.ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE NEW 7/8"FIXTURE GRILLE DRAWINGS AND SPECIFICATIONS,AND WITH INTERNAL GRID (TYPICAL) TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL;SHOP DRAWINGS,SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN 4 3/4" SUCH ITEMS REQUIRE THIS NEW INTERIOR PARTITION DESIGNATION. EACH CONTRACTOR (TYPICAL) SHALL CO-ORDINATE HIS WORK WITH 3 ALL OTHER CONTRACTORS. NEW 1 1/4"WOOD MULLION THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH PAINTED(TYPICAL) ALL CITY OF SALEM AND MA STATE NEW BACKER ROD— BUILDING CODES. DRAWINGS SUBJECT AND PAINT SEALANT(TYPICAL) TO APPROVAL BY ALL GOVERNMENTAL NEW RUBBER GASKET - - SPACER TYPICAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH 'v APPLICABLE HANDICAPPED REPAIR AND PAINT —N ACCESSIBILITY LAWS. EXISTING WOOD SILL - - -- (TYPICAL) 4" i 3 1/2" '9" T-9" c� 8'-9" EXISTING MASONRY OPENING N NEW PAINTED ALUMINUM DOUBLE TO REMAIN(TYPICAL) HUNG WINDOW UNIT FIT WITHIN 2 EXISTING MASONRY OPENING REPAIR AND PAINT 5 Z - NEW WINDOW TYPE C DETAIL (TYPICAL) EXISTNGWOODBRICKMOULDNG WINDOW SURROUND(TYPICAL) e: 1" = 1'-0" 3 217 - INEW WINDOW TYPE B & C DETAIL REPAIR AND PAINT Scale: 1" = 1'-0" EXISTING BRICK MOULDING WINDOW SURROUND ISSUED FOR: (TYPICAL) NEW INTERIOR PARTITION PLANNING REVIEW (TYPICAL) 4 SOUSA design REPAIR AND PAINT NEW WOOD BLOCKINGAS REQUIRED 217 - NEW WINDOW TYPE B & C ELEVATION A r c h it e c t s EXISTING MOULDING TRIM (TYPICAL) B WINDOW SURROUND Scale: 1/4" _ 1'-0" (TYPICAL) 81 Boylston t., nd Floor COrookllne,MA. 443 617.879.9100 fV - www.sousadesign.com ��\ 4" 3 1/2" = T-5 7/8" 6 1 T-5 7/8" 3 1/2' NEW 7/8"FIXTURE GRILLE - U') fl WITH INTERNAL GRID NEW PAINTED ALUMINUM `') 9" Gvl Cl) DOUBLE HUNG WINDOW (TYPICAL) ) NEW PAINTED ALUMINUM DOUBLE � �, 9 3 $" UNIT SET WITHIN EXISTING HUNG WINDOW UNIT FIT WITHIN EXISTING MASONRY OPENING REPAIR AND PAINT , IDG MASONRY EXISTING MASONRY OPENING EXISTING WOOD TRIM TO REMAIN(TYPICAL) ti Mass. (TYPICAL) (TYPICAL) � REPAIR AND PAINT '1i OF MAas EXISTING WOOD BRICK MOULDING m WINDOW SURROUND(TYPICAL) 0 1 2 217 - NEW WINDOW TYPE B & C DETAIL Scale: 1" = 1'-0. 00 Job# 1863 r` NEW PAINTED ALUMINUM ' DOUBLE HUNG WINDOW Drawn by SDA Ckd by S.A.S. UNIT SET WITHIN EXISTING NEW 7/8"FIXTURE GRILLE MASONRY WITH INTERNAL GRID NEW WOOD BLOCKING (TYPICAL) ROUGH OPENING AS REQUIRED Date 06.28.2019 iv (TYPICAL) in 3 Revisions A ZcaleA W WINDOW TYPE A ELEVATION" = 1'-0" NEW BACKER RO NEW BACKER RO N AND PAINT SEALANT(TYPICAL) AND PAINT SEALANT(TYPICAL) 2 1/ " M 1'4" 3,1/2' 3'-8 1/2" 31/2" 1'-4" 2 1/2" REPAIR AND PAINT REPAIR AND PAINT T-4 1/2" EXISTING WOOD SILL EXISTING WOOD SILL NEW PAINTED ALUMINUM DOUBLE EXISTING MASONRY OPENING (TYPICAL) (TYPICAL) HUNG WINDOW UNIT FIT WITHIN TO REMAIN(TYPICAL) EXISTING MASONRY OPENING -21 (TYPICAL) CO 00 CLEAN EXISTING---. r` CLEAN EXISTIN EXISTING WOOD BRICK MOULDING PROPOSED STOWINDOW DETAILS NE ILL STONE SILL 217 - NEW WINDOW TYPE A DETAIL WINDOW SURROUND(TYPICAL) 1 EXISTING MASONRY EXISTING MASONRY Scale: 1" = 1'-0" WALL TO REMAIN WALL TO REMAIN REPAIR AND PAINT EXISTING WOOD TRIM (TYPICAL) 217 - NE�� y INDOW TYPE B DETAIL 217 - ��YIND�OW TYPE A DETAILScale: 1" = 1 -0 3 Scale: These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all Information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies it WINDOW NOTES: GLASS NOTES: 1. Provide Diamond 8101 Double Hung Aluminum frame windows as 8. Provide factory weatherstripping completely around sash and CL. 1: Insulated clearglass with low E coating EC Argon specified or equal as approved by Architect. Install windows per frame for complete seal. Backer rods and sealant around frames. Glazing shall meet international energy code 2015- 217-221 Essex Street manufacturer recommendations. Requirements equl ements 9. Interior half firberglass Screens inside. Frame finish Salem, MA �197� 2. Dimensions provided indicate the frame dimensions of proposed to be determined by Architect_ CL. 2: Insulated Tempered clearglass with Low E coating windows. EC Argon Glazing shall meet international energy code 10. Hardware finish:To be determined by architect from range of 2015- Requirements. 3. Verify existing framing rough openings prior to ordering of windows. manufacturer's optional finish. Including height and radius of round windows. GC to coordinate framing requirements. 11. Provide safety glass perbuilding code. 4. Install windows with aluminum sill pan flashing. Increase 12. Contractor to see building elevations and details for elevations indicated rough opening heights as required to accommodate and alignments. flashing requirements with wall framing. 13. Fixed transom window window widths to match door widths ALL DRAWINGS,SPECIFICATIONS AND 5. Exterior color: to be selected by Architect from manufacturer's window. ARCHITECTURAL DESIGNS ARE THE NEW PAINTED ALUMINUM t0 reVl@W with Local HIStOrIC81 District. PROPERTY OF SOUSA DESIGN DOUBLE HUNG WINDOW UNIT SET WITHIN EXISTING ARCHITECTS AND SHALL NOT BE MASONRY OPENING TYPICAL 6. Interior Color: Painted to match Architect's sample. REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT 7. Glass: 1/2" Clear, Low"E" insulated glass, argon filled; U Factor-- WRITTEN CONSENT FROM THE maximum. 26 for fixed windows, maximum .30 for venting ARCHITECT. windows. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK, REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK,AND SHALL ACCEPT FULL RESPONSIBILITY EXISTING WINDOW WOOD— SILL TO REMAIN PAINTED _— FOR SAME. DRAWINGS SHALL NOT BE TYPICAL SCALED.ALL.WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS,AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EXISTING CAST IRON CORNICE EACH CONTRACTOR SHALL SUBMIT TO MOULDING TO REMAIN PAINTED SOUSA DESIGN ARCHITECTS FOR TYPICAL APPROVAL;SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR j USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. EXISTING CAST IRON ORNAMENTAL THE QUALITY OF WORKMANSHIP AND MOULDINGS PAINTED TYPICAL MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. EXISTING CAST IRON WINDOW TRIM TO REMAIN PAINTED TYPICAL 221 NEW WINDOW TYPE D ELEVATION Scale: 1/4" = 1'-0" � o 0 1 o ° ISSUED FOR: i I PLANNING REVIEW O O SOUSA design A r c h 1 t e c t s I 81 Boylston St.,2nd Floor Brookllne,MA.02445 617.879.9100 www.sousadesign.com NEW PAINTED ALUMINUM 221 - NE��1�1��DO�WTY�PEC�ELE�VAT�10N DOUBLE HUNG WINDOW CScale: 1/4 UNIT SET WITHIN EXISTING MASONRY OPENING TYPICAL ���RED A N R. O ° 14 N l/ o 3 z O O 3. . 3IDc W O O oy Mass. �F `KOF90' I NEW WOOD BLOCKING Job# 1863 ROUGH OPENING AS REQUIRED (TYPICAL) a 221 - NEW WINDOW TYPE B ELEVATION j Scale. 15 = 1'-0" Drawn by sDA Ckd by S.A.S. EXISTING WINDOW WOO Date 06.28.2019 SILL TO REMAIN PAINTED TYPICAL a a O ° Revisions i 1 EXISTING CAST IRON CORNICE MOULDING TO REMAIN PAINTED TYPICAL NEW PAINTED ALUMINUM DOUBLE EXISTING CAST IRON WINDOW EXISTING CAS IRON ORNAMENTAL 221 NEW WINDOW TYPE A ELEVATIO N HUNG WINDOW UNIT FIT WITHIN TRIM TO REMAIN PAINTED PILASTER TO REMAIN PAINTED A n _ � n EXISTING MASONRY TYPICAL TYPICAL Scale: 1/4 — 1 -0 STI G SONR OPENING (TYPICAL) PROPOSED 2 WINDOW DETAILS 2 221 - NEW WINDOW TYPE A,B,C & D DETAIL 1 221 - NEW WINDOW TYPE A,B,C & D DETAIL Scale: 1 1 -0 Scale. 1 — 1 -0 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and Is to notify SOUSA design Architects of any discrepancies WINDOW NOTES: GLASS NOTES: 1. Provide Diamond 8101 Double Hung Aluminum frame windows as 8. Provide factory weatherstripping completely around sash and CL. 1: Insulated clearglass with low E coating EC Argon specified or equal as approved by Architect. Install windows per frame for complete seal. Backer rods and sealant around frames. Glazing shall meet international energy code 2015- 217-221 Essex Street manufacturer recommendations. Requirements 9. Interior half firberglass Screens inside. Frame finish Salem, MA 01970 2. Provide Pella Architectural Series Wood Double Hung and Fixed to be determined by Architect. CL. 2: Insulated Tempered clearglass with Low E coating Windows as specified or equal as approved by Architect. Intall EC Argon Glazing shall meet international energy code windows per manufacturer 10. Hardware finish:To be determined by architect from range of 2015- Requirements. manufacturer's optional finish. 2. Dimensions provided indicate the frame dimensions of proposed windows. 11. Provide safety glass perbuilding code. 3. Verify existing framing rough openings prior to ordering of windows. 12. Contractor to see building elevations and details for elevations Including height and radius of round windows. GC to and alignments. coordinate framing requirements. 13. Fixed transom window window widths to match door widths ALL DRAWINGS,SPECIFICATIONS AND 4. Install windows with aluminum sill pan flashing. Increase window. ARCHITECTURAL DESIGNS ARE THE indicated rough opening heights as required to accommodate PROPERTY OF SOUSA DESIGN EXISTING MASONRY flashing requirements with wall framing. ARCHITECTS AND SHALL NOT BE WALL TO REMAIN REPRODUCED OR USED ON THIS OR 5. Exterior color: to be selected by Architect from manufacturer's ANY OTHER PROJECT WITHOUT to review with Local Historical District. WRITTEN CONSENT FROM THE Q ARCHITECT. NEW PAINTED WOOD-------' 6. Interior color: Painted to match Architect's sample. THE CONTRACTOR SHALL CHECK AND BRICK MOULDING WINDOW VERIFY ALL DIMENSIONS AND EXISTING SURROUND(TYPICAL) 7. Glass: 1/2"Clear, Low"E" insulated glass, argon filled; U Factor-- CONDITIONS ON SITE PRIOR TO maximum. 26 for fixed windows, maximum .30 for venting BEGINNING ANY WORK, REPORT ALL windows. DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK,AND SHALL ACCEPT FULL RESPONSIBILITY NEW PAINTED ALUMINU 3 FOR SAME.DRAWINGS SHALL NOT BE SCALED.ALL WORK SHALL BE CARRIED DOUBLE HUNG WINDOW a0 OUT IN ACCORDANCE WITH THE 00 UNIT SET WITHIN EXISTING � DRAWINGS AND SPECIFICATIONS,AND MASONRY r, v TO THE SATISFACTION OF THE OWNER M AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR NEW PAINTED WOOD WINDOW APPROVAL;SHOP DRAWINGS,SAMPLES, SILL TYPICAL CUTS OF ALL THE i PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN v SUCH ITEMS REQUIRE THIS NEW PAINTED WOOD PANELING " t DESIGNATION. EACH CONTRACTOR TYPICAL I NEW WOOD BLOCKING AS REQUIRED SHALL CO-ORDINATE HIS WORK WITH (TYPICAL) ALL OTHER CONTRACTORS. 2 THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL CITY OF SALEM AND MA STATE ® BUILDING CODES DRAWINGS SUBJECT TO APPROVAL BY.ALL GOVERNMENTAL NEW COPPER CAP FLASHIN v AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH TYPICAL - APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. CV I 2 1/ 1 1/2" 3 1/2' 3'-0 3/4" 3 /2' 11 1/2" 2 1/2' v M NEW PAINTED WOOD CROWN___----- t)"L MOULDING TYPICAL EXISTING MASONRY OPENING ` _ a NEW PAINTED ALUMINUM DOUBLE j TO REMAIN(TYPICAL) II HUNG WINDOW AND FIXED UNIT FITI WITHIN EXISTING MASONRY OPENING NEW PAINTED WOOD (TYPICAL) TRIM TYPICAL NEW PAINTED WOOD BRICK MOULDING ` NEW PAINTED WOOD WINDOW 1 WINDOW SURROUND(TYPICAL) TYPICAL 2 217 - SOUTH ENTRY WINDOW DETAIL Scale: 1" = 1'-0" CP NEW PAINTED WOOD PANELING TYPICAL ISSUED FOR: PLANNING REVIEW 3 SOUSA design A r c h i t e c t s "v NEW PAINTED WOOD STILE AND RAIL NEW PAINTED WOOD DOOR I 217 - NEW SOUTH ENTRY ELEVATION 9+Boylston St.,2nd Floor DOOR SIDE LIGHTS WITH SOLID FRAME TYPICAL RAISED PANELS AND INSULATED A Brookline,87 .Ma o2aas Scale: 1/4" = 1'-0" a+�•S�g.g,00 GLASS TYPICAL www.sousodesfgn.com NEW PAINTED WOOD WINDOW i TRIM TYPICAL 0 q Q BEN A. N ZIDG ti NEW PAINTED WOOD STILE AND RAIL boy Mass. - DOOR WITH SOLID RAISED PANELS 4 TYPICAL N OF M P'- 1'-2 5/8" 4' 1'-6" 1'-6" 4' 1'-2 5/8' NEW PAINTED WOOD PANELING TYPICAL N W PAINTED WOOD TRIM TY ICAL Job # 1863 Drawn by SDA Ckd by S.A.S. T 00 NEW PAINTED WOOD STIL ND RAI Date 06.28.2019 DOOR WITH SOLID RAISED P ELS TYPICAL Revisions I 6-0" EXISTING MASONRY OPENING TO REMAIN(TYPICAL) EXISTING MASONRY OPENING TO REMAIN(TYPICAL) PROPOSED SOUTH 1 217 - SOUTH ENTRY DOOR DETAIL Scale: 1" = 1'-0" ENTRY WINDOW NEW METAL THRESHOLD ADATYPICAL Sc DOOR DETAILS 217 - SOUTH ENTRY WINDOW & DOOR DETAIL A=402 3 Scale: 1" = 1'-0" These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all Information and dimensions In the field prior to start of construction and Is to notify SOUSA design Architects of any discrepancies 217-221 Essex Street Salem, MA 01970 NEW PAINTED WOOD NEW PAINTED WOOD STOREFRONT TYPICAL STOREFRONT TYPICAL ALL DRAWINGS,SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND NEW PAINTED WOOD STILE _ VERIFY ALL DIMENSIONS AND EXISTING AND RAIL WITH GLASS CONDITIONS ON SITE PRIOR TO ENTRY DOORS TYPICAL BEGINNING ANY WORK, REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE NEW PAINTED W00 PROCEEDING WITH THE WORK,AND RETAIN,REPAIR AND REPAINT TRIMS TYPICAL SHALL ACCEPT FULL RESPONSIBILITY CAST IRON ORNAMENTAL COLUMN FOR SAME. DRAWINGS SHALL NOT BE COVER TYPICAL 1 221 - NEW STOREFRONT DETAIL SCALED.ALL WORK SHALL BE CARRIED Scale: 1/4" = 1'-O° OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS,AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. RETAIN,REPAIR AND REPAINT NEW PAINTED WOOD RETAIN,REPAIR AND REPAINT CAST IRON ORNAMENTAL COLUMN STOREFRONT TYPICAL CAST IRON ORNAMENTAL COLUMN EACH CONTRACTOR SHALL SUBMIT TO COVER TYPICAL COVER TYPICAL SOUSA DESIGN ARCHITECTS FOR NEW PAINTED WOOD RETAIN,REPAIR AND REPAINT NEW PAINTED WOOD TRIM NEW PAINTED WOOD APPROVAL;SHOP DRAWINGS, SAMPLES, STOREFRONT TYPICAL CAST IRON ORNAMENTAL COLUMN TYPICAL STOREFRONT TYPICAL CUTS OF ALL THE ITEMS OF WORK RETAIN,REPAIR AND REPAINT RETAIN,REPAIR AND REPAINT-­ EPAINT COVER TYPICAL PRIOR TO THEIR INCLUSION IN THE CAST IRON ORNAMENTAL COLUMN CAST IRON ORNAMENTAL COLUMN CONSTRUCTION. ALL ITEMS TO BE COVER TYPICAL COVER TYPICAL INCLUDED SHALL BE APPROVED FOR USE IN THE CITY OF SALEM AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH -- ALL OTHER CONTRACTORS. NEW PAINTED WOOD TRI NEW PAINTED WOOD TRIM TYPICAL TYPICAL ❑�� THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH N Cv ❑❑❑� ALL CITY OF SALEM AND MA STATE BUILDING CODES. DRAWINGS SUBJECT N N TO APPROVAL BY ALL GOVERNMENTAL NEW PAINTED WOOD---_ NEW PAINTED WOOD AGENCIES HAVING JURISDICTION ALL TRANSOM TYPICAL TRANSOM TYPICAL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. NEW PAINTED SIMULATE NEW PAINTED SIMULATE DIVIDED LIGHTS WITH DIVIDED LIGHTS WITH .' SPACERS TYPICAL N SPACERS TYPICAL N 0 0 (V 04 1 ' NEW PAINTED WOOD TRIM--,,. RIM NEW PAINTED WOOD TRIM TYPICAL TYPICAL j m, in in ISSUED FOR: �2NEW T REFRONT ELEVATION PLANNING RevlEw RETAIN,REPAIR AND REPAINT B S114" = 2 EXISTING CEILING TYPICAL co co M SOUSA design A r c h i t e c t s 6-0'' - 81 Boylston St.,2nd Floor _ Brookline,MA.02445 Q 617.879.9100 I www.sousadosign.com c0 M NEW PAINTED WOOD---_ NEW PAINTED WOOD--,_ STOREFRONT TYPICAL STOREFRONT TYPICAL — — — — — — — 1 /1 Q�,EN A. N 8 7/ " 11'-7 1/8" 1'-1 1/ " 11'-4 3/8" 9 1/Ell 11'-4 5/8" 1'-1 1/2" o MasIDG W `HS. OFMAS' CO A �2 �Et STOREFRONT ELEVATIONScale: 1/4 1'-0" NEW PAINTED WOOD STILE Job# 1863 AND RAIL WITH GLASS ENTRY DOORS TYPICAL Drawn NOTES: GLASS NOTES: by SDA Ckd by S.A.S. 19 1. Provide Diamond 8101 Double Hung Aluminum frame windows as 8. Provide factory weatherstripping completely around sash and CL. 1: Insulated clearglass with low E coating EC Argon Date 06.28.2019 ti specified or equal as approved by Architect. Install windows per frame for complete seal. Backer rods and sealant around frames. Glazing shall meet international energy code 2015- manufacturer recommendations. Requirements 9. Interior half firberglass Screens inside. Frame finish Revisions 2. Provide Pella Architectural Series Wood Storefront and Transoms to be determined by Architect. CL. 2: Insulated Tempered clearglass with Low E coating NEW PAINTED WOOD—,, NEW PAINTED woo as specified or equal as approved by Architect. Intall windows EC Argon Glazing shall meet international energy code WINDOW SILL TYPICAL WINDOW SILL TYPICAL per manufacturer 10. Hardware finish:To be determined by architect from range of 2015-Requirements. - ' manufacturer's optional finish. 2. Dimensions provided indicate the frame dimensions of proposed bo windows. 11. Provide safety glass perbuilding code. NEW PAINTED WOO NEW PAINTED WOOD---. 3. Verifyexistingframingg rough openings s prior to ordering of windows. 12. Contractor to see buildingelevations and details for elevations PANELS TYPICAL PANELS TYPICAL Including height and radius of round windows. GC to and alignments. coordinate framing requirements. _ 13. Fixed transom window window widths to match door widths 4. Install windows with aluminum sill pan flashing. Increase window. indicated rough opening heights as required to accommodate flashing requirements with wall framing. N 5. Exterior color: to be selected by Architect from manufacturer's to review with Local Historical District. PROPOSED 6. Interior color: Painted to match Architect's sample. STOREFTONT DETAILS 7. Glass: 1/2"Clear, Low"E" insulated glass, argon filled; U Factor- maximum. 26 for fixed windows, maximum .30 for venting windows. 221 - NEW STOREFRONT DETAIL 221 - NEW STOREFRONT DETAIL 3 _ 2 i4=403 Scale: 1 ,71 — 1 -0 Scale: 1" = 1'-0" These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used In whole or In part,or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions In the field prior to start of construction and Is to notify SOUSA design Architects of any discrepancies