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22-018 Hawley Apartments - Exterior Restoration Package -PHASE 1-sealed13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:29:45 PMG001 22-018.1 MARCH 24, 2023 TRW HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MACOVER SHEETHAWLEY APARTMENTS - PHASE 1 20 HAWLEY STREET, NORTHHAMPTON, MA EXTERIOR RESTORATION PACKAGE PROJECT NO. 22-018.1 O'CONNELL DEVELOPMENT GROUP DRAWING LIST DRAWING LIST SITE LOCATION MAP NGENERAL DRAWINGS G001 COVER SHEET G002 NOTES, SYMBOLS AND ABBREVIATIONS ARCHITECTURAL DRAWINGS AR01 ROOF REMOVAL PLANS AR02 REMOVAL ELEVATIONS A101 NEW CONSTRUCTION PLANS A102 ROOF PLAN A201 WEST ELEVATION A202 SOUTH ELEVATION A203 EAST ELEVATION A204 NORTH ELEVATION A651 ROOF DETAILS A652 MISCELLANEOUS DETAILS A701 WINDOW SCHEDULE AND TYPES A702 WINDOW DETAILS A703 DOOR SCHEDULE AND DETAILS A801 EXISTING CONDITIONS PHOTOS UNDISTURBED EARTH DRAINABLE FILL GRANULAR FILL (GRAVEL) BRICK MASONRY CONCRETE CONCRETE MASONRY UNITS (CMU) HARD WOOD PLYWOOD BATT INSULATION OR SEMI-RIGID MINERAL WOOL INSULATION RIGID INSULATION OR COVERBOARD STEEL STONE (CUT OR CAST) ALUMINUM SOLID SURFACE, MDF, MDO OR PARTICLE BOARD GYPSUM WALLBOARD, GROUT, MORTAR, PLASTER OR STUCCO CONTINUOUS WOOD FRAMING WOOD BLOCKING GREY FILL DENOTES EXISTING CONSTRUCTION TO REMAIN GENERAL RESTORATION NOTES 1.100% OF BUILDING FACADE TO BE CLEANED. FACADE CLEANING INCLUDES,BUT NOT LIMITED TO ALL EXPOSED BRICK, TERRACOTTA ELEMENTS (WINDOW SILLS, CORNICES, COPINGS, ENTABLATURES AND ORNAMENTAL TRIM ELEMENTS. 2.ALL TERRACOTTA TRIM ELEMENTS INCLUDING, BUT NOT LIMITED TO WINDOW SILLS, WATER TABLES, COPINGS, CORNICES, ARCHITRAVES AND COLUMNS AT THE TOWER TO HAVE THEIR JOINTS RAKED OUT MIN. 3/4" DEEP AND REPOINTED EXCEPT FOR THE ROSE WINDOW AT THE WEST ELEVATION, CRACKED TERRACOTTA ELEMENTS OF THE ROSE WINDOW TO BE REPAIRED IN PLACE USING SPECIFIED EPOXY CRACK REPAIR. 3.THE NEW WINDOW SILL AT THE NEW LARGE ARCH TOP WINDOW ON THE SOUTH ELEVATION AND NEW WINDOWS AT THE EAST ELEVATION TO HAVE PRECAST SILLS MATCHING THE PROFILES AND APPEARANCE OF THE EXISTING TERRACOTTA WINDOW SILLS UNLESS NOTED OTHERWISE. 4.EXISTING WINDOWS TO REMAIN TO BE RESTORED AND HAVE OBSCURE GLAZING REPLACED WITH VACUUM GLASS AS SPECIFIED UNLESS NOTED OTHERWISE, SEE THE WINDOW SCHEDULE DWG. A701. 5.CRACKED BRICK (CB) LOCATIONS INDICATED ON THE BUILDING ELEVATIONS ARE APPROXIMATE, FIELD VERIFY. REMOVE AND REPLACE CRACKED BRICK USING SALVAGED BRICK FROM REMOVALS AT NEW WINDOW OPENINGS. 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:29:49 PMG002 22-018.1 MARCH 24, 2023 TRW HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MANOTES, SYMBOLS AND ABBREVIATIONSDETAIL MARKER CALLOUT ELEVATION MARKER SECTION MARKERDRAWING TITLE WALL TYPE ROOM FINISH MILL FINISH DATUM JOIST LAYOUT ABBREVIATIONS LEGEND DRAWING ORGANIZATION GENERAL NOTES EXISTING WALL/PARTITION CONSTRUCTION AS INDICATED BY WALL TYPE EXISTING TO BE REMOVED PROVIDE WALL/PARTITION AS INDICATED BY WALL/PARTITION TYPE, REFER TO CONSTRUCTION FLOOR PLANS G002 SERIES ARCHITECTURAL SYMBOLS, ABBREVIATIONS, BUILDINGCODE, GENERAL NOTES, KEYED NOTES A101 SERIES FLOOR PLANS, ROOF PLANS A201 SERIES EXTERIOR ELEVATIONS A351 SERIES WALL SECTIONS A401 SERIES STOREFRONT ELEVATIONS & DETAILS A301 SERIES BUILDING SECTIONS A151 SERIES REFLECTED CEILING PLANS A251 SERIES INTERIOR ELEVATIONS SHEET TYPE SHEET SEQUENCE SHEET DESCRIPTION DISCIPLINE PREFIX ROOM TAG DOOR TAG COLUMN GRID WINDOW TAG KEYED NOTE: CONSTRUCTION EXISTING GRID PREFIX KEYED NOTE: REMOVALS ADDENDUM INDICATOR ROOF PITCH SLOPE KEY PLAN ELEVATION MARKER STAIR/RAMP DIRECTION DRAWING SHEET NUMBER EXTERIOR ELEVATION NUMBER INTERIOR ELEVATION NUMBER DIRECTION OF VIEW DRAWING SHEET NUMBER DETAIL NUMBER (LOCATION ON DRAWING SHEET) DIRECTION OF VIEW DRAWING SHEET NUMBER DETAIL NUMBER (LOCATION ON DRAWING SHEET) SCOPE BOUNDARY OF DETAIL DRAWING SHEET NUMBER DETAIL NUMBER (LOCATION ON DRAWING SHEET)DRAWING SHEET NUMBER SECTION NUMBER (LOCATION ON DRAWING SHEET) DIRECTION OF VIEW HEIGHT (IF NOT TO DECK) ABOVE FIRE RATING (IF APPLICABLE) WALL TYPE NUMBER ROOM NUMBER WALL TREATMENT WAINSCOT TREATMENT FLOORING WALL BASESEA LEVEL (IF AVAILABLE) DIRECTION JOISTS JOIST SIZE JOIST SPACING UP 12 # # A1 A104 A1 A201 A1 A301 A1 A501 A1 A551 #5'-6" 1 HR FLOOR LEVEL NAME ELEVATION (IN FEET) 2 x 8 at 16" OC ROOM NAME 205 W1 CPT WC1 B1 RM # 101-2 W202 1 1 1 6 6/12 A# . ExA AA ABOVE ACCESS FLOOR ABV ABOVE ACM ALUMINUM COMPOSITE MATERIAL ACT ACOUSTICAL CEILING TILE ADJ ADJACENT AED AUTOMATED EXTERNAL DEFIBRILLATOR AFF ABOVE FINISHED FLOOR AFL ACCESS FLOOR(ING) AHU AIR HANDLING UNIT ALT ALTERNATE AP ACCESS PANEL AS ABOVE SLAB AUX AUXILIARY AVG AVERAGE B/C BOTTOM OF CURB BLDG BUILDING BOC BOTTOM OF CEILING BOS BOTTOM OF STRUCTURE BOT BOTTOM BSMT BASEMENT BUR BUILT-UP ROOF BYD BEYOND CB CRACKED BRICK CTR CENTER CF CUBIC FOOT CJ CONTROL JOINT CLG CEILING CLL CONTRACT LIMIT LINE CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT CO CLEAN OUT CONF CONFERENCE CORR CORRIDOR CPT CARPET CT CERAMIC TILE CY CUBIC YARD DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DIV DIVISION DL DEAD LOAD DN DOWN DO DOOR OPENING DW DISHWASHER DWG DRAWING A251 A1 A7 A3 A5 FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FL FLOOR F.O.E.W. FACE OF EXISTING WALL FRT FIRE RETARDANT TREAT(ED,MENT) FT FEET, FOOT FTG FOOTING FH FIRE HYDRANT GALV GALVANIZED GIWA GLAZED INTERIOR WALL PANEL GWB GYPSUM WALL BOARD H HIGH HCC HOSE CONNECTION CABINET HDG HOT-DIPPED GALVANIZED HDW HARDWARE HM HOLLOW METAL HOR HORIZONTAL HVAC HEATING, VENTILATING & AIR CONDITIONED HW HOT WATER ID INSIDE DIAMETER IN INCH INT INTERIOR JC JANITOR'S CLOSET L LENGTH, LONG LAB LABORATORY LB POUND(S) LCC LEAD COATED COPPER LF LINEAR FEET LL LIVE LOAD LVT LUXURY VINYL TILE MAX MAXIMUM MDO MEDIUM DENSITY OVERLAY BOARD MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MON MONITOR MTD MOUNTED PCC PRECAST CONCRETE P/F PRE-FINISHED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PS PULL STATION P.B.PANEL BOX PT PRESSURE TREATED PVC POLYVINYL CHLORIDE QTY QUANTITY RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCE(D,MENT) REQD REQUIRED RO ROUGH OPENING RTU ROOF TOP UNIT SF SQUARE FOOT SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION(S) SS STAINLESS STEEL STD STANDARD SKL SKY LIGHT STL STREET LIGHT STOR STORAGE T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPERATURE TO TOP OF TOC TOP OF CURB TOF TOP OF FRAME TOS TOP OF SLAB/STEEL TOW TOP OF WALL TV TELEVISION TYP TYPICAL CT E C WC WD1 PL1 SS2 PL2 WALL CABINET COUNTERTOP WALL OR BASE CABINET COUNTERTOP EDGE MATERIAL FINISH ROOM NAME SF A651 SERIES EXTERIOR DETAILS A501 SERIES ENLARGED PLANS, ELEVATIONS, & DETAILS A701 SERIES DOOR & WINDOW SCHEDULES & DETAILS A601 SERIES INTERIOR DETAILS A801 SERIES ARCHITECTURAL FINISHES AR01 SERIES REMOVAL PLANS EF EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATOR EPDM ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EWC ELECTRIC WATER COOLER EXIST EXISTING EXT EXTERIOR N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPG OPENING OPP OPPOSITE UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTED POWER SUPPLY VCT VINYL COMPOSITION TILE VEST VESTIBULE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF W WIDE, WIDTH W/D WASHER/DRYER WC WATER CLOSET WP WATERPROOF, WORKING POINT WO WINDOW OPENING WWF WELDED WIRE FABRIC A901 SERIES CASEWORK & DETAILS AR71 SERIES REMOVAL ELEVATIONS AR51 SERIES REMOVAL REFLECTED CEILING PLANS LOUVER TAGL1 EMERGENCY EXIT SIGN LOCATIONEXIT 1.THESE GENERAL NOTES ARE APPLICABLE TO ALL DRAWINGS IN THIS SET OF CONTRACT DOCUMENTS. IT IS A VIOLATION OF MASSACHUSETTS EDUCATION LAW FOR THESE DRAWINGS TO BE MODIFIED EXCEPT BY A MASSACHUSETTS STATE-LICENSED ARCHITECT OR ENGINEER. 2.CONTRACTOR SHALL PROVIDE A CERTIFICATE OF INSURANCE TO THE SATISFACTION OF THE OWNER'S INSURANCE CARRIER BEFORE WORK COMMENCES. 3.ALL WORK IS TO COMPLY WITH THE REQUIREMENTS OF THE NINTH EDITION OF THE MA STATE BUILDING CODE 780 AND ASSOCIATED FAMILY OF CODES; THE AMERICANS WITH DISABILITIES ACT AND ALL LOCAL CODES. NO WORK SHALL BEGIN PRIOR TO THE ISSUANCE OF A BUILDING PERMIT BY THE AUTHORITY HAVING JURISDICTION AND AUTHORIZED CODE ENFORCEMENT OFFICIAL. 4.ALL WORK SHALL BE COMPLETED IN A TIMELY AND PROFESSIONAL MANNER. THE WORKSITE SHALL BE KEPT CLEAN TO THE SATISFACTION OF THE OWNER. 5.REMOVE & SALVAGE OR REMOVE & DISPOSE AS INDICATED IN THESE DRAWINGS. PROTECT IN PLACE ALL EXISTING ITEMS TO REMAIN. 6.TAKE ALL PRECAUTIONS TO STABILIZE AND PREPARE THE EXISTING BUILDING FOR NEW WORK. CONTRACTOR SHALL AVOID DAMAGE TO EXISTING CONSTRUCTION AND INTEGRITY OF THE BUILDING COMPONENTS TO BE RENOVATED. 7.ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED ON THE DRAWINGS OR AS REQUIRED BY CODE. 8.IF REQUIRED BY THE OWNER, CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION SCHEDULE WITH OTHER CONTRACTORS RETAINED BY THE OWNER. 9.REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL MASONRY AND CONCRETE WALL/FLOOR CORING REQUIREMENTS. GC TO PERFORM ALL CUTTING, CORE DRILLING AND PATCHING FOR ALL TRADES. ANY REQUIRED PENETRATION OR MODIFICATION TO EXISTING MATERIALS/ SURFACES TO REMAIN AS REQUIRED TO PERFORM THE PROJECT SCOPE MUST BE PATCHED TO MATCH ALL CHARACTERISTICS OF THE EXISTING ADJACENT MATERIALS. 10.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. DIMENSIONS AND ANY ANNOTATION WITH THE +/- AND OR V.I.F. SUFFIX MUST BE VERIFIED IN FIELD PRIOR TO ANY WORK COMMENCING. NOTIFY THE ARCHITECT IN WRITING THOUGH RFI PROCESS OF ANY DISCREPANCIES OR ITEMS REQUIRING FURTHER CLARIFICATION. 11.DRAWINGS MUST NOT BE SCALED; WRITTEN DIMENSIONS ON THE DRAWINGS TAKE PRECEDENCE. UTILIZE PRINTED DIMENSIONS AND “ALIGN”ANNOTATIONS AS INDICATED ON THE CONSTRUCTION DOCUMENTS. UNLESS NOTED OTHERWISE, ALL DIMENSIONS OF NEW WORK ARE TAKEN FROM INTENDED FACE OF NEW ELEMENTS OR FOR WALL FRAMING FROM THE FACE OF STUD; DIMENSIONS OF EXISTING FRAMING, SIDING, CONCRETE, ETC. ARE AS INDICATED. NOTIFY ARCHITECT IN WRITING THOUGH RFI PROCESS OF ANY DISCREPANCIES OR ITEMS REQUIRING FURTHER CLARIFICATION. 12.DRAWINGS ARE ISSUED FOR DESIGN INTENT ONLY. THEY ARE NOT INTENDED TO ILLUSTRATE ALL ASPECTS OF THE WORK CONTRACTUALLY REQUIRED TO EXECUTE THE PROJECT. THEY DO NOT INCLUDE NECESSARY REQUIREMENTS FOR OSHA OR OTHER CONSTRUCTION SAFETY COMPLIANCE. MASSACHUSETTS LABOR AND INSURANCE REQUIREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 13.ALL EXTERIOR WOOD BLOCKING, FRAMING OR OTHER WOOD COMPONENTS BEYOND THE THERMAL ENVELOPE OF THE BUILDING TO BE PRESERVATIVE TREATED AND ALL EXTERIOR PLYWOOD TO BE EXTERIOR GRADE, UNLESS OTHERWISE NOTED. 19.ALL EXISTING WINDOWS ARE TO HAVE EXISTING SEALANTS RAKED OUT AND NEW PERIMETER SEALANT PROVIDED. PAINT EXISTING WINDOWS TO REMAIN. FLOOR DRAINFD ACCESS DOOR TAG1 NOTE: THE INTENT OF THIS LIST IS TO PROVIDE A STANDARD SET OF COMMON ABBREVIATIONS, IT IS NEITHER EXHAUSTIVE OR ALL INCLUSIVE. MANY OF THE ABBREVIATIONS LISTED WILL NOT APPEAR IN THE TEXT OF THE DRAWINGS. 12" = 1'-0"G002 B8 MATERIALS LEGEND SLOPE SLOPE SLOPESLOPE SLOPESLOPE REMOVE RIDGE CAP REMOVE ASPHALT SHINGLE ROOF COMPLETE BACK TO EXISTING WOOD ROOF DECK REMOVE SLATE SHINGLE ROOF COMPLETE BACK TO EXISTING WOOD ROOF DECK. REMOVALS INCLUDE BUT ARE NOT LIMITED TO FASTENERS, UNDERLAYMENT AND SNOW RETENTION DEVICES. REMOVE BATTEN SEAM COPPER ROOF. REMOVALS INCLUDE BUT IS NOT LIMITED TO METAL FLASHING, WOOD BATTENS, MASTICS AND, SEALANTS. COORDINATE REMOVALS WITH HAZARDOUS MATERIALS REMOVALS. REMOVE STAIRS AND MASONRY CHEEK WALLS BELOW. SALVAGE ALL FACE BRICK AND CAST STONE COPING FOR REUSE REMOVE SLATE ROOF REMOVE RIDGE CAPREMOVE HUNG GUTTER AND DOWNSPOUTS, TYP. REMOVE AND SALVAGE LIGHTNING PROTECTION EXISTING SHEET METAL CUPOLA TO BE RESTORED. REMOVE METAL STEP FLASHING ALONG GABLE ENDWALL, TYP. REMOVE SLATE ROOF BACK TO WOOD ROOF DECK REMOVE AND SALVAGE COPPER RIDGE CAP EXISTING CLAY TILE ROOF TO REMAIN REMOVE BUILT-IN GUTTER AND DOWNSPOUTS, TYP. REMOVE STEP FLASHINGS, TYP. REMOVE AND SALVAGE FOR REINSTALLATION METAL COPING CAP. REMOVE METAL GUTTER COMPLETE INCLUDING BUT NOT LIMITED TO DOWNSPOUTS, BRACKETS AND FASTENERS REMOVE BROKEN TERRACOTTA COPING CAP UNIT REMOVE FLAT SEAM METAL ROOF (2 LAYERS), REMOVE EXISTING ROOF STRUCTURE BACK TO TOP OF EXISTING BRICK WALL. REMOVE ASSOCIATED METAL FLASHING AT BUILDING WALL REMOVE METAL GUTTER COMPLETE INCLUDING BUT NOT LIMITED TO DOWNSPOUTS, BRACKETS AND FASTENERS REMOVE METAL CROSS, METAL CLAD BASE TO REMAIN REMOVE METAL CROSS, SPHERICAL BASE TO REMAIN F1 AR02 A1 AR02 A9 AR02 F7 AR02 REMOVE RADIUS METAL GUTTER AND BRACKETS REMOVE AND SALVAGE FOR REINSTALLATION METAL COPING, TYP. EXISTING COPPER COPING CAP TO REMAIN COPPER BARREL VAULT ROOF TO REMAIN REMOVE SLATE ROOF COMPLETE BACK TO EXISTING WOOD ROOF DECK REMOVE METAL GUTTER AND DOWNSPOUT REMOVE METAL GUTTER AND DOWNSPOUT REMOVE RADIUS METAL GUTTER AND BRACKETS A11 A651 A11 A651 REMOVE METAL RIDGE CAP 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:29:56 PMAR01 22-018.1 MARCH 24, 2023 TRW HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAROOF REMOVAL PLAN1/4" = 1'-0"AR01 A1 ROOF REMOVAL PLAN N 0'16'8'4'2' FIRST FLOOR EXISTING 0'-0" SECOND FLOOR 12'-0" THIRD FLOOR 21'-8" CLAY TILE ROOF TO REMAIN 73' - 6 1/2"9' - 8"12' - 0"14' - 10 7/8"20' - 0 3/4"9' - 8"12' - 0"REMOVE METAL CROSS, METAL CLAD BASE TO REMAIN REMOVE METAL CROSS, GLOBE BASE TO REMAIN COPPER COPING TO REMAIN 10' - 9"±10' - 9"± REMOVE FAILING MORTAR WASH COMPLETE ON TOP OF TERRACOTTA CORNICE REMOVE AND SALVAGE FOR REINSTALLATION COPPER RIDGE CAP REMOVE AND SALVAGE FOR REINSTALLATION FACE BRICK, 40± SF BRICKS AT OUTSIDE CORNER TO REMAIN HANDICAP ACCESS RAMP TO BE REMOVED COMPLETEREMOVE CONCRETE STRUCTURE A801 H11 FIRST FLOOR EXISTING 0'-0" SECOND FLOOR 12'-0" THIRD FLOOR 21'-8" ROOF 50'-0" EXISTING BASEMENT WINDOWS TO REMAIN, TYP. 3. REMOVE 3 AREAWAYS AND SALVAGE BRICK FOR REINSTALLATION REMOVE EXISTING CONCRETE AREAWAY STRUCTURE COMPLETE BACK TO FACE OF WALL. REMOVE ROOF CONSTRUCTION AND ASSOCIATED WOOD TRIM COMPLETE, REMOVE DOOR AND FRAME BACK TO MASONRY OPENING, BRICK WALLS TO REMAIN. REMOVE HOSE BIB ON DOOR, COORDINATE WITH PLUMBING REMOVALS. REMOVE METAL GUTTER AND DOWNSPOUT, TYP. REMOVE CHIMNEY CAP REMOVE METAL CROSS, GLOBE BASE TO REMAIN SHEET METAL CUPOLA TO REMAIN REMOVE WINDOW. REMOVE AND SALVAGE TERRACOTTA WINDOW SILL FIRST FLOOR EXISTING 0'-0" SECOND FLOOR 12'-0" THIRD FLOOR 21'-8" ROOF 50'-0"45' - 2 1/2"28' - 4"9' - 8"12' - 0"REMOVE COMPLETE HANDICAP RAMP, LANDING AND FOUNDATION WALLS AND FOOTINGS REMOVE METAL CROSS, GLOBE BASE TO REMAIN REMOVE AND SALVAGE COPPER RIDGE FLASING REMOVE AND SALVAGE FOR REINSTALLATION LIGHTNING PROTECTION SYSTEM SHEET METAL CUPOLA TO REMAIN FIRST FLOOR EXISTING 0'-0" SECOND FLOOR 12'-0" THIRD FLOOR 21'-8" ROOF 50'-0"12' - 0"9' - 8"28' - 4"REMOVE EXISTING CONCRETE AREAWAY COMPLETE BACK TO FACE OF WALL. REMOVE (3) BASEMENT WINDOWS BACK TO EXISTING MASONRY OPENINGS REMOVE MASONRY ENTRY STAIR COMPLETE. SALVAGE ALL FACE BRICK AND CAST STONE COPING FOR REUSE AT THE SOUTHWEST ENTRY STAIR REMOVE EXISTING BASEMENT WINDOW BACK TO MASONRY OPENING, TYP. 3 LOCATIONS REMOVE AND SALVAGE FOR REINSTALLATION LIGHTNING PROTECTION SYSTEM REMOVE 60± SF OF FACE BRICK. SALVAGE FACE BRICK FOR REINSTALLATION SHEET METAL CUPOLA TO REMAIN 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:30:27 PMAR02 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAREMOVAL ELEVATIONS1/8" = 1'-0"AR02 F1 WEST ELEVATION REMOVALS 1/8" = 1'-0"AR02 A9 EAST ELEVATION REMOVALS 1/8" = 1'-0"AR02 F7 SOUTH ELEVATION REMOVALS 1/8" = 1'-0"AR02 A1 NORTH ELEVATION REMOVALS DNDNDNDN NOT IN SCOPE A2 A201 A1 A204 A3 A203 A1 A2028' - 11"±4' - 3 1/2"±2' - 0"±13' - 6"±RECONSTRUCT BRICK AREAWAY IN-KIND USING SALVAGED BRICK, MATCH EXISTING DIMENSIONS. 1'-4" DEEP WELL. E001 E002 E003 RECONSTRUCT BRICK AREAWAY IN-KIND USING SALVAGED BRICK, MATCH EXISTING DIMENSIONS. 1'-4" DEEP WELL. TYP. 3 LOCATIONS 2' - 0"±4' - 4 1/2"±A4 A652 C4 A652 A4 A652 TYP. 3 WINDOWS TYP. 3 WINDOWS TYP. 3 WINDOWS NEW CONCRETE FOUNDATION WALL AND FOOTING, SEE STRUCTURAL DWGS. NOT IN SCOPE A2 A201 A1 A204 004 A3 A203 A1 A202 A201 A1 001 003 002 S102 S103 S104 S105 S106 SC01 SC02 E101 E102 E103 E104 N110 N109 N108 N107 N106 N105 N104 N103 N102 N101 S107 S108 S109 W101 W102 W103 NC01 NC02 WALL3' - 7 1/2"±1' - 0"6' - 11 3/8"±1' - 0"LANDING2' - 7 1/2"± = 2'-0"2 TREADS @ 12" 4 3/8"4 3/8" NOTE: PROVIDE NEW ENTRY STAIR MATCHING THE EXISTING NORTHWEST ENTRY STAIR. COORDINATE FINISH RISER HEIGHT WITH SITE GRADING, FIELD VERIFY NEW CONCRETE FOUNDATION WALL AND FOOTING BELOW, SEE STRUCTURAL DWGS. F1 A652 2' - 0"13' - 6" 2' - 0"4' - 4 1/2"A652 A10 A652 C7 005 A801 A8 NOT IN SCOPEA2 A201 A1 A204 A3 A203 A1 A202 A201 A1 S202 S203 S204 S205 S206 N210 N209 N208 N207 N206 N205 NOT IN SCOPEA2 A201 A1 A204 A3 A203 A1 A202 TW03TW01 TW02 W301 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:30:46 PMA101 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MANEW CONSTRUCTION PLANS1/8" = 1'-0"A101 A1 BASEMENT PLAN N 1/8" = 1'-0"A101 F1 FIRST FLOOR 1/8" = 1'-0"A101 F8 SECOND FLOOR 1/8" = 1'-0"A101 A8 THIRD FLOOR 0'16'8'4'2' SLOPE SLOPE SLOPESLOPE SLOPESLOPE PROVIDE NEW COPPER RIDGE CAP MATCHING THE EXISTING RIDGE CAP, FIELD VERIFY DS GABLE ASPHALT SHINGLE ROOF CONICAL ASPHALT SHINGLE ROOF TERRACOTTA SPANISH TILE ROOF TO REMAIN 12' - 5"±BATTEN SEAM COPPER ROOF 46' - 3 3/8"±FLAT SEAM COPPER CRICKET DS PROVIDE 10"± X 10"± COPPER PYRAMIDAL CAP AT REMOVED METAL CROSS PROVIDE COPPER CAP AT REMOVED METAL CROSS, FIELD VERIFY GABLE ASPHALT SHINGLE ROOF A5 A201 A1 A204 A3 A203 A1 A202 GABLE ASPHALT SHINGLE ROOF1' - 10 1/4"±PROVIDE NEW PRECAST COPING CAP UNIT, MATCH EXISTING TERRACOTTA CAP PROFILE, FIELD VERIFY CONICAL ASPHALT SHINGLE ROOF PROVIDE NEW RADIUS 6"± PAINTED GALVANIZED HUNG GUTTER MATCHING THE EXISTING GUTTER, FIELD VERIFY SALVAGED COPPER RIDGE CAP SALVAGED COPPER RIDGE CAP EXISTING COPPER COPING CAP TO REMAIN, SOLDER CRACKED SOLDER JOINTS, FIELD VERIFY GABLE ASPHALT SHINGLE ROOF DS REMOVE HUNG METAL GUTTER, REMOVE AND SALVAGE ORIGINAL METAL COLLECTOR BOX AND DOWNSPOUTPROVIDE NEW BUILT-IN COPPER LINED GUTTER PROVIDE NEW BUILT-IN COPPER LINED GUTTER C9 A651 C9 A651 PROVIDE NEW 2'-4"± x 2'-6"± STAINLESS STEEL VENTED CHIMNEY CAP REFURBISH METAL COPING AND PAINT TO MATCH EXISTING, TYP. NEW FLAT SEAM COPPER ROOF DSDSDS F10 A652 DS DS DS DS GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT DS 1' - 9 1/2"± 20' - 9 1/2"±13' - 9"±9' - 11"±121' - 1"±7 5/16"±127 5/16"±127"± 12 7"± 12 A7 A651 GALVANIZED SHEET METAL CUPOLA TO BE RESTORED. EXISTING BARREL VAULT COPPER ROOF TO REMAIN 10' - 9"±14' - 2 1/2"± 20' - 9 1/2"2' - 11 1/2"PROVIDE NEW RADIUS 6"± PAINTED GALVANIZED HUNG GUTTER MATCHING THE EXISTING GUTTER, FIELD VERIFY PROVIDE NEW RADIUS 5"± PAINTED GALVANIZED HUNG GUTTER MATCHING THE EXISTING GUTTER, FIELD VERIFY REINSTALL SALVAGED METAL COPING AND PAINT TO MATCH EXISTING, TYP. REINSTALL SALVAGED METAL COPING AND PAINT TO MATCH EXISTING, TYP. PROVIDE NEW 5"± PAINTED GALVANIZED HUNG GUTTER AND DOWNSPOUT MATCHING THE EXISTING GUTTER, FIELD VERIFY DS DS DS E10 A652 PROVIDE NEW COPPER RIDGE CAP, MATCH EXISTING SIZE AND PROFILE, FIELD VERIFY C10 A652 A6 A652 H11 A651 A651 E6 A651 E6 A651 C1 7' - 9 1/2"±6' - 5 1/2"± ALLOW FOR 400 SF OF REPLACEMENT WOOD DECK BOARDS, DECK BOARDS APPROXIMATELY 1" X 6" A651 C4 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:30:54 PMA102 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAROOF PLAN1/4" = 1'-0"A102 A1 ROOF PLAN N 0'8'4'2'1' CLAY TILE ROOF TO REMAIN A703 A1 PROVIDE NEW SPHERICAL COPPER CAP OVER EXISTING METAL GLOBE. SECURE TO EXISTING COPPER BASE W101 W102 W103 TW01 W301 003 PROVIDE NEW PAINTED GALVANIZED METAL FLASHING ATOP THE EXISTING TERRACOTTA CORNICE G8 A651 G8 A651 PROVIDE NEW PAINTED GALVANIZED HUNG GUTTER MATCHING THE EXISTING, FIELD VERIFY CONNECT TO NEW LEADER BOOT AT GRADE, COORDINATE WITH CIVIL DRAWINGS REINSTALL SALVAGED CLEANED FACE BRICK, 43± SF A801 H11 RAKE OUT OLD MORTAR AND SEALANT FROM EXISTING MORTAR JOINTS AND REPOINT ALLOW FOR 8± CRACKED BRICK TO BE REPLACED, FIELD VERIFY A801 H8 A801 H5 4' - 7"A703 E1 001 GENERAL RESTORATION NOTES 1.100% OF BUILDING FACADE TO BE CLEANED. FACADE CLEANING INCLUDES,BUT NOT LIMITED TO ALL EXPOSED BRICK, TERRACOTTA ELEMENTS (WINDOW SILLS, CORNICES, COPINGS, ENTABLATURES AND ORNAMENTAL TRIM ELEMENTS. 2.ALL TERRACOTTA TRIM ELEMENTS INCLUDING, BUT NOT LIMITED TO WINDOW SILLS, WATER TABLES, COPINGS, CORNICES, ARCHITRAVES AND COLUMNS AT THE TOWER TO HAVE THEIR JOINTS RAKED OUT MIN. 3/4" DEEP AND REPOINTED EXCEPT FOR THE ROSE WINDOW AT THE WEST ELEVATION, CRACKED TERRACOTTA ELEMENTS OF THE ROSE WINDOW TO BE REPAIRED IN PLACE USING SPECIFIED EPOXY CRACK REPAIR. 3.THE NEW WINDOW SILL AT THE NEW LARGE ARCH TOP WINDOW ON THE SOUTH ELEVATION AND NEW WINDOWS AT THE EAST ELEVATION TO HAVE PRECAST SILLS MATCHING THE PROFILES AND APPEARANCE OF THE EXISTING TERRACOTTA WINDOW SILLS UNLESS NOTED OTHERWISE. 4.EXISTING WINDOWS TO REMAIN TO BE RESTORED AND HAVE OBSCURE GLAZING REPLACED WITH VACUUM GLASS AS SPECIFIED UNLESS NOTED OTHERWISE, SEE THE WINDOW SCHEDULE DWG. A701. 5.CRACKED BRICK (CB) LOCATIONS INDICATED ON THE BUILDING ELEVATIONS ARE APPROXIMATE, FIELD VERIFY. REMOVE AND REPLACE CRACKED BRICK USING SALVAGED BRICK FROM REMOVALS AT NEW WINDOW OPENINGS. 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:31:08 PMA201 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAWEST ELEVATION1/4" = 1'-0"A201 A5 WEST ELEVATION 1/4" = 1'-0"A201 A1 ACCESSIBLE ENTRY ELEVATION 0'8'4'2'1' ROOF 50'-0" NEW ASPHALT SHINGLE ROOFING PAINT EXISTING METAL COPING, REPAIR RUSTED AREAS, FIELD VERIFY NEW BUILT-IN EAVE GUTTER REMOVE AND SALVAGE FOR REINSTALLATION LIGHTNING PROTECTION SYSTEM NEW CAST IRON BOOT, COORDINATE WITH UNDERGROUND DRAINAGE, TYP. SEE CIVIL DWGS. S102 S103 S104 S105 S106 S107 S108 S109 S006S005S004 S003S002S001 2 CB 2 CB 2 CB 3 CB AT EAST FACE OF TOWER WALL BELOW THE WATERTABLE, 22 CRACKED BRICK (CB) IN THREE LOCATIONS AT WEST FACE OF SIDE CHAPEL WALL BELOW THE WATERTABLE, 2 CRACKED BRICK (CB) NEW CAST IRON BOOT, COORDINATE WITH UNDERGROUND DRAINAGE, TYP. 8 CB 7 CB 8 CB 10 CB AT EAST FACE OF SIDE CHAPEL WALL BELOW THE WATERTABLE, 2 CRACKED BRICK (CB) 7 CB 3 CB REPAIR CHIP IN TERRACOTTA WATER TABLE 7 CB 2 CB 2 CB AT WEST FACE OF WALL BELOW THE WATERTABLE, 7 CRACKED BRICK (CB) DEEP REPOINT PORTION OF WEST WALL, 30 SF ± 25 SF DEEP REPOINT 3 CB 1 SF REPOINT REPLACE FAILED TERRACOTTA PATCH AT WATER TABLE EXISTING BRICK AREAWAY TO BE RECONSTRUCTED IN-KIND. REMOVE AND SALVAGE FOR REINSTALLATION THE EXISTING BRICK, MATCH SIZE OF THE ORIGINAL AREAWAY, FIELD VERIFY BASEMENT ENTRY BEYOND EXISTING TERRACOTTA WATER TABLE, REPOINT ALL JOINTS TYP. NEW EXPOSED AGGREATE PRECAST TREADS, RISERS, AND LANDING WITH 12" BRICK CHEEK WALLS ON CONCRETE FOUNDATION. CLEAN AND REINSTALL SALVAGED CHEEK WALL COPING AND BRICK FROM THE NORTHEAST ENTRY. UTILIZE SALVAGED BRICK FOR CHEEK WALL CONSTRUCTION. SEE STRUCTURAL DWGS. FOR FOUNDATION WALL/FOOTING INFORMATION. NOTE: NEW STEPS, CHEEK WALLS AND COPING TO MATCH THE APPEARENCE OF THE EXISTING NORTHWEST ENTRY. SC02SC01 REMOVE AND REPLACE EXISTING FLAT SEAM METAL ROOF, SEE ROOF PLAN REPOINT AT OLD CRACKED REPOINTING AREA NOTE: COORDINATE FINISH GRADE ELEVATION AT NEW STAIR WITH SITE/CIVIL DRAWINGS NOTE: AFTER THE REMOVAL OF THE EXISTING HANDICAP RAMP, ASSESS THE CONDITION OF ANY EXPOSED BRICK. CLEAN AND REPOINT THE EXPOSED BRICK AFTER CONSTRUCTING THE STAIR AND LANDING. THE EXISTING CAST STONE THRESHOLD AT THE ENTRY DOOR TO REMAIN, CLEAN EXPOSED FACES. 2 SF REPOINT PROVIDE NEW COPPER RIDGE CAP MATCHING THE EXISTING RIDGE CAP, FIELD VERIFY OLD DARK MORTAR JOINTS, REPOINT. 10 SF3 CB 3 CB REPOINT BACKSIDE OF CHIMNEY 5 SF PATCH CHIP IN TERRACOTTA PATCH CHIP IN TERRACOTTA COPING WEST ELEVATION INFILL EXISTING BASEMENT WINDOW OPENING WITH 2 WYTHE OF BRICK (8" NOM. THICK), THREE LOCATIONS TYP. PROVIDE NEW SPHERICAL COPPER CAP OVER EXISTING METAL GLOBE. SECURE TO EXISTING COPPER BASE PATCH CHIPPED TERRACOTTA REPAIR FAILED PATCH AT TERRACOTTA PLINTH BASE A652 1 004 EXISTING GALVANIZED STEEL COLLECTOR BOX AND DOWNSPOUT TO REMAIN, PAINT PROVIDE NEW PAINTED GALVANIZED STEEL DOWNSPOUT MATCHING THE EXISTING, FIELD VERIFY, TYP. A651 H1 PAINT EXISTING STEEL SECURITY BARS, TYP. A801 C8 A801 E8 TW02 GENERAL RESTORATION NOTES 1.100% OF BUILDING FACADE TO BE CLEANED. FACADE CLEANING INCLUDES,BUT NOT LIMITED TO ALL EXPOSED BRICK, TERRACOTTA ELEMENTS (WINDOW SILLS, CORNICES, COPINGS, ENTABLATURES AND ORNAMENTAL TRIM ELEMENTS. 2.ALL TERRACOTTA TRIM ELEMENTS INCLUDING, BUT NOT LIMITED TO WINDOW SILLS, WATER TABLES, COPINGS, CORNICES, ARCHITRAVES AND COLUMNS AT THE TOWER TO HAVE THEIR JOINTS RAKED OUT MIN. 3/4" DEEP AND REPOINTED EXCEPT FOR THE ROSE WINDOW AT THE WEST ELEVATION, CRACKED TERRACOTTA ELEMENTS OF THE ROSE WINDOW TO BE REPAIRED IN PLACE USING SPECIFIED EPOXY CRACK REPAIR. 3.THE NEW WINDOW SILL AT THE NEW LARGE ARCH TOP WINDOW ON THE SOUTH ELEVATION AND NEW WINDOWS AT THE EAST ELEVATION TO HAVE PRECAST SILLS MATCHING THE PROFILES AND APPEARANCE OF THE EXISTING TERRACOTTA WINDOW SILLS UNLESS NOTED OTHERWISE. 4.EXISTING WINDOWS TO REMAIN TO BE RESTORED AND HAVE OBSCURE GLAZING REPLACED WITH VACUUM GLASS AS SPECIFIED UNLESS NOTED OTHERWISE, SEE THE WINDOW SCHEDULE DWG. A701. 5.CRACKED BRICK (CB) LOCATIONS INDICATED ON THE BUILDING ELEVATIONS ARE APPROXIMATE, FIELD VERIFY. REMOVE AND REPLACE CRACKED BRICK USING SALVAGED BRICK FROM REMOVALS AT NEW WINDOW OPENINGS. 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:31:21 PMA202 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MASOUTH ELEVATION1/4" = 1'-0"A202 A1 SOUTH ELEVATION 0'8'4'2'1' E101 E102 E103 E104 E001 E002 E003 NOTE: NEW FLAT SEAM COPPER ROOF CONSTRUCTION WITH INCREASE IN BRICK WALL HEIGHT TO ACCOMODATE NEW FULL SIZE ENTRY DOOR. REFER TO DETAIL F10/A652. SEE DOOR SCHEDULE REINSTALL SALVAGED COPPER RIDGE CAPREINSTALL SALVAGED COPPER RIDGE CAP PROVIDE NEW PAINTED GALVANIZED HUNG GUTTER MATCHING THE EXISTING, FIELD VERIFY CONNECT TO NEW LEADER BOOT AT GRADE, COORDINATE WITH CIVIL DRAWINGS 30 SF DEEP REPOINT REINSTALL SALVAGED METAL COPING, PAINT COPING, MATCH EXISTING COLOR REINSTALL SALVAGED METAL COPING, PAINT COPING, MATCH EXISTING COLOR REINSTALL SALVAGED TERRACOTTA WIDOW SILL PROVIDE NEW SPHERICAL COPPER CAP OVER EXISTING METAL GLOBE. SECURE TO EXISTING COPPER BASE INFILL VOID AREA LEFT FROM WINDOW REMOVAL WITH BRICK FULL DEPTH OF EXTERIOR WALL, 4 SF± PROVIDE NEW PAINTED GALVANIZED HUNG GUTTER MATCHING THE EXISTING, FIELD VERIFY CONNECT TO NEW LEADER BOOT AT GRADE, COORDINATE WITH CIVIL DRAWINGS NEW BUILT-IN GUTTER ASSEMBLY, SAME AS THE BUILT-IN GUTTER ASSEMBLY ON THE SOUTH ELEVATION A652 H5 1 CB A801 E11 TW03 EXISTING BRICK AREAWAY TO BE RECONSTRUCTED IN-KIND. REMOVE AND SALVAGE FOR REINSTALLATION THE EXISTING BRICK, MATCH SIZE OF THE ORIGINAL AREAWAY, FIELD VERIFY PAINT EXISTING STEEL SECURITY BARS, TYP. GENERAL RESTORATION NOTES 1.100% OF BUILDING FACADE TO BE CLEANED. FACADE CLEANING INCLUDES,BUT NOT LIMITED TO ALL EXPOSED BRICK, TERRACOTTA ELEMENTS (WINDOW SILLS, CORNICES, COPINGS, ENTABLATURES AND ORNAMENTAL TRIM ELEMENTS. 2.ALL TERRACOTTA TRIM ELEMENTS INCLUDING, BUT NOT LIMITED TO WINDOW SILLS, WATER TABLES, COPINGS, CORNICES, ARCHITRAVES AND COLUMNS AT THE TOWER TO HAVE THEIR JOINTS RAKED OUT MIN. 3/4" DEEP AND REPOINTED EXCEPT FOR THE ROSE WINDOW AT THE WEST ELEVATION, CRACKED TERRACOTTA ELEMENTS OF THE ROSE WINDOW TO BE REPAIRED IN PLACE USING SPECIFIED EPOXY CRACK REPAIR. 3.THE NEW WINDOW SILL AT THE NEW LARGE ARCH TOP WINDOW ON THE SOUTH ELEVATION AND NEW WINDOWS AT THE EAST ELEVATION TO HAVE PRECAST SILLS MATCHING THE PROFILES AND APPEARANCE OF THE EXISTING TERRACOTTA WINDOW SILLS UNLESS NOTED OTHERWISE. 4.EXISTING WINDOWS TO REMAIN TO BE RESTORED AND HAVE OBSCURE GLAZING REPLACED WITH VACUUM GLASS AS SPECIFIED UNLESS NOTED OTHERWISE, SEE THE WINDOW SCHEDULE DWG. A701. 5.CRACKED BRICK (CB) LOCATIONS INDICATED ON THE BUILDING ELEVATIONS ARE APPROXIMATE, FIELD VERIFY. REMOVE AND REPLACE CRACKED BRICK USING SALVAGED BRICK FROM REMOVALS AT NEW WINDOW OPENINGS. 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:31:29 PMA203 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAEAST ELEVATION1/4" = 1'-0"A203 A3 EAST ELEVATION 0'8'4'2'1' THIRD FLOOR 21'-8" ROOF 50'-0"9' - 3"28' - 4"SHINGLE ROOFING NEW PAINTED GALVANIZED DOWNSPOUTS WITH NEW CAST IRON BOOT AT GRADE, COORDINATE BOOTS WITH CIVIL DRAWINGS RESTORE EXISTING WINDOWS N101 N102 N103 N104 N105 NOTE: PROVIDE NEW BUILT-IN GUTTER ASSEMBLY ALONG EAVE, SAME AS THE BUILT-IN GUTTER ON THE SOUTH ELEVATION INFILL EXISTING BASEMENT WINDOW OPENINGS WITH 2 WYTHE OF BRICK (8" THICK)INFILL EXISTING BASEMENT WINDOW OPENING WITH 2 WYTHE OF BRICK (8" THICK), THREE (3) LOCATIONS TYP. SECOND FLOOR PROPOSED 12'-5" N106 N107 NC02NC01 N108 N109 N110 N205 EXISTING COPPER COPING CAP TO REMAIN, SOLDER CRACKED SOLDER JOINTS, FIELD VERIFY EXISTING BARREL VAULT COPPER ROOF TO REMAIN PROVIDE NEW SPHERICAL COPPER CAP OVER EXISTING METAL GLOBE. SECURE TO EXISTING COPPER BASE FIRST FLOOR PROPOSED 2'-3" N001 N002 N003 N004 N005 N006 A652 1 002 PROVIDE NEW PAINTED GALVANIZED STEEL DOWNSPOUT MATCHING THE EXISTING, FIELD VERIFY, TYP. A651 H1 REINSTALL SALVAGED CLEANED FACE BRICK, 60± SF PROVIDE FLUID-APPLIED WATERPROOFING WITH PROTECTION BOARD TO FACE OF MASONRY WALLS CONCEALED BY NEW HANDICAP ACCESSIBLE SLOPING SIDEWALK AND ASSOCIATED GRADING, 240± SF. COORDINATE FINISH GRADES WITH CIVIL DWGS. GENERAL RESTORATION NOTES 1.100% OF BUILDING FACADE TO BE CLEANED. FACADE CLEANING INCLUDES,BUT NOT LIMITED TO ALL EXPOSED BRICK, TERRACOTTA ELEMENTS (WINDOW SILLS, CORNICES, COPINGS, ENTABLATURES AND ORNAMENTAL TRIM ELEMENTS. 2.ALL TERRACOTTA TRIM ELEMENTS INCLUDING, BUT NOT LIMITED TO WINDOW SILLS, WATER TABLES, COPINGS, CORNICES, ARCHITRAVES AND COLUMNS AT THE TOWER TO HAVE THEIR JOINTS RAKED OUT MIN. 3/4" DEEP AND REPOINTED EXCEPT FOR THE ROSE WINDOW AT THE WEST ELEVATION, CRACKED TERRACOTTA ELEMENTS OF THE ROSE WINDOW TO BE REPAIRED IN PLACE USING SPECIFIED EPOXY CRACK REPAIR. 3.THE NEW WINDOW SILL AT THE NEW LARGE ARCH TOP WINDOW ON THE SOUTH ELEVATION AND NEW WINDOWS AT THE EAST ELEVATION TO HAVE PRECAST SILLS MATCHING THE PROFILES AND APPEARANCE OF THE EXISTING TERRACOTTA WINDOW SILLS UNLESS NOTED OTHERWISE. 4.EXISTING WINDOWS TO REMAIN TO BE RESTORED AND HAVE OBSCURE GLAZING REPLACED WITH VACUUM GLASS AS SPECIFIED UNLESS NOTED OTHERWISE, SEE THE WINDOW SCHEDULE DWG. A701. 5.CRACKED BRICK (CB) LOCATIONS INDICATED ON THE BUILDING ELEVATIONS ARE APPROXIMATE, FIELD VERIFY. REMOVE AND REPLACE CRACKED BRICK USING SALVAGED BRICK FROM REMOVALS AT NEW WINDOW OPENINGS. 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:31:39 PMA204 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MANORTH ELEVATION1/4" = 1'-0"A204 A1 NORTH ELEVATION 0'8'4'2'1' 5 1/2"1 1 /8 "1 1/2"1 /8 "2 3/4"2 3/4"1 1/8"6 7/16"±1 1/8"9"±3/4"6 3/4"±1/2"12 7.4± EXISTING BRICK WALL EXISTING WOOD FASCIA EXISTING QUARTER ROUND WOOD MOLDING NEW 3"± X 4"± COPPER DOWNSPOUT, MATCH EXISTING EXISTING 3"± THICK RAFTER TAIL BEYOND ASPHALT SHINGLES AND STARTER SHINGLES EXISTING 1"± WOOD ROOF DECK COPPER DRIP EDGE WITH STRIPPED IN FLASHING TAPE OVER DECK FLANGE 20 OZ. COPPER GUTTER LINER WITH 6" INTERGRAL FLASHING APRON/DECK FLANGE 3/4" WOOD TRIM BOARD HIGH TEMP SELF-ADHERING SHEET WATERPROOFING EXTEND 6'-0" UP RAKE OF ROOF 3/4" WOOD TRIM BOARDS 1 1/2" WIDE X 3/16" BENT STAINLESS STEEL GUTTER SUPPORT ASSEMBLY BRACKET AT EACH RAFTER TAIL 2'-0"± O.C. SET BRACKET FLUSH WITH TOP OF EXISTING WOOD DECK. SECURE WITH TWO 1/4" X 3" STAINLESS STEEL LAG SCREWS. 3/4"± RADIUS HALF-ROUND WOOD TRIM, MATCH EXISTING 5/4 PROFILED WOOD GUTTER FACE, MATCH EXISTING PROFILE. NOTE: ALL EXPOSED WOOD OF THE GUTTER ASSEMBLY, INCLUDING BUT NOT LIMITED TO EXISTING EXPOSED RAFTER TAILS, EXISTING MOLDING AND UNDERSIDE OF EXPOSED WOOD ROOF DECK TO BE PAINTED, MATCH EXISTING COLOR, FIELD VERIFY. CUT 2X WOOD BLOCKING BETWEEN GUTTER SUPPORT BRACKETS COPPER GUTTER EXPANSION JOINT BEYOND 5/4 WOOD GUTTER BASE 5/4± WOOD BLOCKINGDECK FLANGE 6"1 /4 "1/4"10 5 .00°3"PROVIDE HEMMED DRIP EDGE AND CONTINUOUS CLEAT G11 A651 REMOVE SLATE SHINGLES COMPLETE DOWN TO EXISTING ROOF DECK EXISTING 1"± WOOD ROOF DECK TO REMAIN EXISTING BRICK WALL EXISTING WOOD FASCIA TO REMAIN EXISTING QUARTER ROUND WOOD MOLDING TO REMAIN REMOVE EXISTING METAL DOWNSPOUT REMOVE METAL PIPE GUTTER SUPPORT ASSEMBLY BRACKET, EXTENT OF REMOVAL INDICATED IS APPROXIMATE REMOVE METAL GUTTER LINER COMPLETE REMOVE WOOD GUTTER ASSEMBLY AND ASSOCIATED TRIM AND BLOCKING BACK TO EXPOSED RAFTER TAIL EXISTING 3"± THICK RAFTER TAIL BEYOND TO REMAIN COPPER STEP FLASHING COPPER COUNTER FLASHING WITH HEMMED EDGE RAKE OUT EXISTING MORTAR JOINT AND PROVIDE LEAD WEDGES, BACKER ROD AND SEALANT. SEALANT COLOR TO MATCH EXISTING MORTAR COLOR, FIELD VERIFY EXISTING BRICK WALL MIN. 1"4" MAX. 3" MIN.MATCH EXISTING 5"±8" MIN.SOLDERED FLAT SEAM COPPER ROOF PANS WITH CLEATS DOUBLE FOLD 3/4" LOCK CONTINUOUS SOLDERED LOCK STRIP REPLACE ALL EXISTING METAL CLEATS, TYP. EXISTING ROOF DECK AND FRAMING, REPLACE ANY DAMAGED OR DETERIORATED COMPONENTS, FIELD VERIFY REPAIR METAL FLASHING JOINTS & FASTENERS, TYP. REPLACE ALL FLAT SEAM METAL ROOFING 6" MIN. 6" - 10"3' - 0" MIN.3' - 0" MIN.PROVIDE SELF HEALING MEMBRANE UNDERLAYMENT ±7.4 ASPHALT RIDGE CAP SHINGLES EXISTING WOOD RAFTERS SPACED 2'-0"± O.C. TYP. ASPHALT SHINGLES 12 UNDERLAYMENT, LAP OVER RIDGE 6" EACH SIDE ±1" EXISTING WOOD ROOF DECK1 3/4"±1 1/4"±5/8"6"± RAKE OUT BRICK MORTAR JOINT DIRECTLY ABOVE THE TOP OF THE EXISTING TERRACOTTA CORNICE, PROVIDE LEAD WEDGES, BACKER ROD AND SEALANT CONTINUOUS SHIM PROVIDE PAINTED GALVANIZED METAL FLASHING WITH HEMMED DRIP PAINTED GALVANIZED METAL COUNTERFLASHING EXISTING TERRACOTTA CORNICE 3/8"± EXISTING PAINTED GALVANIZED CUPOLA UPPER BASE, PREP AND PAINT, MATCH EXISTING COLOR PROVIDE PAINTABLE CONTINUOUS SEALANT AT PERIMETER OF SKIRT NEW PAINTED GALVANIZED SHEET METAL SKIRT CLOSURE AT PERIMETER OF UPPER CUPOLA BASE. MATCH EXISTING GAGE THICKNESS STAINLESS STEEL POP RIVETS AS REQUIRED, PROVIDE CONTINUOUS SEALANT BETWEEN EXISTING SHEET METAL AND NEW STAINLESS STEEL POP RIVETS AS REQUIRED, PROVIDE CONTINUOUS SEALANT BETWEEN EXISTING SHEET METAL AND NEW ASSUMED EXISTING PERIMETER WOOD BLOCKING, FIELD VERIFY RUSTING VOID AREAS AROUND THE PERIMETER OF THE UPPER BASE SKIRT, FIELD VERIFY EXTENT 4 3/8"±EXISTING COPPER DOME TO REMAIN, FIELD VERIFY ALL SOLDER JOINTS, RE-SOLDER CRACKED SOLDER JOINTS, FIELD VERIFY SOUTH ELEVATION AT EXISTING SHEET METAL CUPOLA TO BE RESTORED SOUTH ELEVATION AT EXISTING SHEET METAL CUPOLA TO BE RESTORED RUSTING AREAS AT THE PERIMETER OF THE UPPER BASE OF THE CUPOLA REMOVE AND SALVAGE FOR REINSTALLATION LIGHTNING PROTECTION CONDUCTOR UPPER SECTION OF CUPOLALOWER SECTION OF CUPOLAEXISTING METAL CROSS TO REMAIN, PREP AND PAINT CROSS REMOVE SCALING PAINT, PRIME AND PROVIDE NEW PAINT, COLOR TO MATCH EXISTING REPAIR RUSTING AREAS AND OPEN VOIDS OF LOWER CUPOLA BASE SKIRT, PAINT 14'-3 1/2"± 5'-6"± SOUTHWEST ELEVATION AT EXISTING SHEET METAL CUPOLA TO BE RESTORED J8 A651 PAINT ALL LOUVER BLADES AND JAMB RETURNS, TYP. EXISTING COPPER COPING CAP TO REMAIN, SOLDER CRACKED SOLDER JOINTS, TYP. FIELD VERIFY COPING CAP AT WEST ELEVATION GABLE END NORTH SIDE REPLACE RUSTING FERROUS FASTENERS WITH COPPER FASTENERS WHERE THEY OCCUR, FIELD VERIFY REPOINT TERRACOTTA, TYP. COPING CAP AT WEST ELEVATION GABLE END SOUTH SIDE EXISTING COPPER COPING CAP TO REMAIN, SOLDER CRACKED SOLDER JOINTS, TYP. FIELD VERIFY LIFT FLANGE OF EXISTING COPING AS REQUIRED TO FACILITATE INSTALLATION OF COPPER FLASHING AT NEW FLAT SEAM COPPER CRICKET, RESECURE FLANGE OF COPING USING NON-FERROUS FASTENERS EXISTING FLAT SEAM COPPER CRICKET TO BE REMOVED AND REPLACE IN-KIND WITH NEW FLAT SEAM COPPER CRICKET . COORDINATE REMOVALS WITH HAZARDOUS ABATEMENT WORK 3 1/2"± 11"± 6"± TERRACOTTA COPING CAP TO BE REPLACED IN-KIND WITH PRECAST UNIT MATCHING THE SIZE AND PROFILE OF THE EXISTING CAP REPAIR CRACKED TERRACOTTA COPING USING SPECIFIED ADHESIVE. REPAIR CHIPS IN EXISTING COPING TO REMAIN USING SPECIFIED PATCHING COMPOUNDREPLACE COPPER FLASHING AND COUNTER-FLASHING IN -KIND, RAKE EXISTING MORTAR JOINTS 1" DEEP, PROVIDE LEAD WEDGES AND SEALANT TO SECURE COUNTERFLASHING REPLACE COPPER FLASHING AND COUNTER- FLASHING IN-KIND, REMOVE EXISTING MORTAR CANT, PROVIDE A SLOPE ON TOP OF NEW CAP FLASHING TO SHED WATER. RAKE OUT MORTAR JOINT AND SET FLASHING CAP WITH LEAD WEDGES AND SEALANT. PROVIDE COPPER CLEATS @ 12" O.C. AT DRIP EDGE TO SECURE COUNTERFLASHING EXISTING BATTENS ARE 2" WIDE X 1 1/2" HIGH, REPLACE DETERIORATED BATTENS AS REQUIRED, FIELD VERIFY NOTE: COORDINATE REMOVAL OF EXISTING BATTEN SEAM ROOF WITH HAZARDOUS MATERIALS REMOVAL WORK. EXISTING HUNG METAL GUTTER TO BE REPLACED WITH NEW PAINTED 5" GALVANIZED METAL GUTTER AND ASSOCIATED STRAPS AND BRACKETS. MATCH EXISTING GUTTER PROFILE 9'-11"± COPPER BATTEN SEAM ROOF LOOKING WEST 1'-10"± 1'-8"± 4"±FAILED TERRACOTTA COPING AT NORTHEAST SIDE OF FACADE LOOKING NORTH REMOVE AND REPLACE FAILED TERRACOTTA COPING UNIT WITH PRECAST COPING MATCHING THE SIZE AND PROFILE OF THE EXISTING CAP. FIELD VERIFY SIZE PROVIDE TERRACOTTA PATCHING COMPOND AT ALL SPALLS AND CHIPS IN REMAINING TERRACOTTA COPINGS, FIELD VERIFY EXTENTS FLAT SEAM COPPER ROOF PANELS, SECURE WITH 2" WIDE COPPER CLEATS AT 12" O.C., TWO COPPER NAILS PER CLEAT EXISTING WOOD PLANK ROOF DECK SELF-ADHERING SHEET WATERPROOFING ROSIN PAPER SLIP SHEET EDGES TURNED DOWN WATERFLOWPAN PLAN NOTE: COPPER PAN SIZE TO MATCH EXISTING. FIELD VERIFY EDGES TURNED UP 2'-0"± MATCH EXISTING 1'-6"± MATCH EXISTING 3/4" 3/4"EXISTING COPPER COPING CAP TO REMAIN, SEE E6/A651 REMOVE AND REPLACE IN-KIND FLAT SEAM COPPER CRICKET, SECURE WITH COPPER CLEATS AT 12" O.C. COORDINATE REMOVAL WITH HAZARDOUS MATERIALS REMOVALS, SEE DETAIL A1/A651 SLATE ROOF TO BE REMOVED COMPLETELY BACK TO WOOD ROOF DECK AND REPLACED WITH ASPHALT SHINGLES NORTH WALL OF TOWER REMOVE EXISTING COPPER WALL FLASHING AND COUNTERFLASHING, RAKE OUT MORTAR JOINTS AND PROVIDE NEW COPPER FLASHING AND COUNTERFLASHING IN THE SAME LOCATION. PROVIDE LEAD WEDGES AND SEALANT TO SECURE NEW COPPER COUNTERFLASHING. COORDINATE REMOVALS WITH HAZARDOUS MATERIALS REMOVALS. EXTEND COPPER PANS MIN. 8" BENEATH NEW ASPHALT SHINGLES CARRY SELF-ADHERING SHEET WATERPROOFING 36" MIN. BEYOND VALLEY H11 A651 4" 1/2"1/2"1"1"1" 1" 1/2"VARIES 5"±1" COPPER EXPANSION CAP COPPER GUTTER END COPPER COVER PLATE COPPER GUTTER LINER SOLDER, TYP. BUTT TYPE EXPANSION JOINT 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:31:57 PMA651 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAROOF DETAILS3" = 1'-0"A651 C9 EAVE DETAIL 1 1/2" = 1'-0"A651 A11 EAVE REMOVAL DETAIL 3" = 1'-0"A651 H11 FLAT SEAM TO STEP FLASHING AT BRICK 1" = 1'-0"A651 A4 METAL VALLEY DETAIL AT FLAT SEAM 3" = 1'-0"A651 A7 SHINGLE RIDGE DETAIL 3" = 1'-0"A651 G8 FLASHING AT TERRACOTTA CORNICE 3" = 1'-0"A651 J8 CUPOLA BASE REPAIRS NOT TO SCALEA651 H1 PHOTO - SHEET METAL CUPOLA REPAIRS NOT TO SCALEA651 E6 PHOTO - COPPER COPING WEST GABLE END NOT TO SCALEA651 C4 PHOTO - BATTEN SEAM COPPER ROOF NOT TO SCALEA651 C1 PHOTO - TERRACOTTA COPING CAP 1" = 1'-0"A651 A1 FLAT SEAM COPPER ROOF DIAGRAM NOT TO SCALEA651 E1 PHOTO - FLAT SEAM COPPER CRICKET 3" = 1'-0"A651 G11 GUTTER EXPANSION JOINT NOTE: JOINT DEPTH = 2X JOINT HEIGHT OR 1" MIN. EXISTING BRICK EXISTING MORTAR JOINT, RAKE OUT MORTAR JOINT 1" DEEP MIN. OR UNTIL SOLID SUBSTRATE IS FOUND, REPOINT IN 3/8" LIFTS.3/8"±VARIESMIN. 1" NOTE: DEEP REPOINTING JOINT DEPTH 1/2 DEPTH OF BRICK OR GREATER COORDINATE FINAL RISER HEIGHTS WITH SITE GRADING3 EQUAL RISERS @ 6 3/4"± = 1'-8 1/4" 10 BRICK COURSES = 2'-2 11/16"4 1/2"±1/2"±1" 1' - 2" 13 BRICK COURSES = 2'-10 11/16"1' - 0" 4"1' - 0"1' - 0"1" 4" FIRST FLOOR 0'-0"6 3/4"±SALVAGED CAST STONE COPING FROM NORTHEAST ENTRY STAIR REMOVALS PROVIDE STAINLESS STEEL PIN WITH THIMBLE CAP, 2 PINS MINIMUM PROVIDE THROUGH-WALL STAINLESS STEEL FLASHING WITH EXPOSED DRIP EXISTING SOUTHWEST ENTRY DOOR BEYOND EXISTING CAST STONE THRESHOLD UTILIZE SALVAGED CLEANED BRICK TAKEN FROM THE NEW MASONRY OPENINGS FOR THE NEW WINDOWS NOTE: BRICK BELOW GRADE CAN BE NEW STANDARD RED BRICK, COORDINATE GRADE ELEVATION WITH SITE/CIVIL DRAWINGS STAINLESS STEEL BRICK ANCHORS @ 16" O.C. EACH WAY MONOLITHIC CONCRETE FOOTING PAD WIITH #4 BARS AT 12" O.C. EACH WAY. PROVIDE HOOK #4 BARS @ 12" O.C. NOTE: STEP CONCRETE FOUNDATION WALL AT EACH TREAD/RISER CREATING A BEARING SHELF FOR THE PRECAST TREAD/RISERS. PROVIDE MIN. 2 STAINLESS STEEL PINS PER TREAD PRECAST CONCRETE TREAD/RISER WITH EXPOSED AGGREGATE. MATCH FINISH AND NOSING PROFILE AT EXISTING NORTHWEST ENTRY STAIR, FIELD VERIFY CONCRETE FOUNDATION WALL, SEE STRUCTURAL DWGS.NOSING1"RECESS3/4"±COMPACTED GRAVEL GRADE, 6" PROVIDE BACKER ROD AND SEALANT AT JOINTS, TYP.9 BRICK CRS. = 2'-0"9/16±12 COPPER STEP FLASHING AND COUNTERFLASHING SET IN RAKED OUT MORTAR JOINT AT EXISTING BRICK WALL BEYOND, SECURE COUNTERFLASHING WITH LEAD WEDGES AND SEALANT 3"FLAT SEAM COPPER ROOF PANS WITH CLEATS. PROVIDE FLAT-LOCK SOLDERED SEAMS WITH CLEATS AT 12" O.C. 2X8 WOOD RAFTERS @ 16" O.C. WITH TAPER CUT TOP TO FORM ROOF SLOPE. PROVIDE DOUBLE RAFTER ABOVE NEW ENTRY DOOR 2X6 PERIMETER WOOD SILL FIELD VERIFY 8"± EXTEND TOP OF EXISTING BRICK WALL USING SALVAGED FACE BRICK. MATCH EXISTING BRICK WALL WIDTH AND COURSING. EXISTING BRICK WALL TOO REMAIN1 1/4"ROSIN PAPER SLIP SHEET SELF-ADHERING SHEET WATERPROOFING COVERING THE ENTIRE ROOF DECK LOOSE LOCK FOLD FORMED COPPER DRIP WITH 3" DECK FLANGE 2X6 PERIMETER SUB-FASCIA 7"PAINTED WOOD TRIM, MATCH EXISTING, FIELD VERIFY 3/4" PAINTED WOOD FASCIA AND SOFFIT 3/4"PAINTED WOOD TRIM, MATCH EXISTING, FIELD VERIFY 3/4" EXTERIOR GRADE PLYWOOD ROOF DECK GRANITE STEPS TO REMAIN RAKE OUT ALL JOINTS IN GRANITE STEPS AND LANDING, PROVIDE NEW BACKER ROD AND SEALANT. ADJUST RACKED STEPS AS REQUIRED, FIELD VERIFY REPLACE METAL GUTTER IN-KIND WITH NEW PAINTED RADIUS 6"± GALVANIZED METAL GUTTER. MATCH EXISTING PROFILE, FIELD VERIFY. MATCH EXISTING 1" X 1/8" PAINTED GALVANIZED METAL GUTTER STRAPS @ 3'-6"± O.C. SLATE ROOF TO BE REMOVED BACK TO EXISTING WOOD ROOF DECK. REPLACE IN-KIND DETERIORATED AREAS OF WOOD DECK AS REQUIRED, FIELD VERIFY. PROVIDE NEW ASPHALT SHINGLES ON SELF-ADHERING SHEET WATERPROOFING 3'-0" UP ROOF FROM EAVE. PROVIDE UNDERLAYMENT. REMOVE AND SALVAGE FOR REINSTALLATION COPPER RIDGE CAP. REMOVE DISTORTIONS AND DENTS PRIOR TO REINSTALLATION REMOVE AND REPLACE METAL DOWNSPOUT, MATCH EXISTING SIZE AND PROFILE REMOVE AND REPLACE METAL STEP AND COUNTER FLASHING IN-KIND NOTE: PHOTO TAKEN AT SOUTH SIDE CHAPEL, NORTH SIDE CHAPEL SIMILAR 7 1/2"± 5"±REPLACE METAL GUTTER IN-KIND WITH NEW PAINTED 5"± GALVANIZED METAL K-STYLE GUTTER. MATCH EXISTING PROFILE, FIELD VERIFY. MATCH EXISTING 1" X 1/8" PAINTED GALVANIZED METAL GUTTER STRAPS @ 3'-6"± O.C. REMOVE AND REPLACE METAL DOWNSPOUT AND BRACKETS, MATCH EXISTING SIZE AND PROFILE. PROVIDE NEW CAST IRON LEADER BOOT AT GRADE, COORDINATE WITH CIVIL DRAWINGS REMOVE ASPHALT SHINGLES BACK TO EXISTING WOOD ROOF DECK, PROVIDE NEW ASPHALT SHINGLES ON UNDERLAYMENT. PROVIDE SELF- ADHERING SHEET WATERPROOFING 3'-0" UP ROOF FROM EAVE NOTE: PHOTO TAKEN AT NORTHEAST CORNER LOOKING NORTH REMOVE AND SALVAGE METAL COPING, REPAIR RUST AND PAINT. REINSTALL COPING IN-KIND. REMOVE AND REPLACE METAL STEP FLASHING AND COUNTERFLASHING AT GABLE END WALL AREA OF NEW SLOPING SIDEWALK, SEE CIVIL DRAWINGS EXISTING MASONRY RETAINING WALL, NOT IN CONTRACT REPLACE METAL GUTTER IN-KIND WITH NEW PAINTED 5"± GALVANIZED METAL K-STYLE GUTTER. MATCH EXISTING PROFILE, FIELD VERIFY. MATCH EXISTING 1" X 1/8" PAINTED GALVANIZED METAL GUTTER STRAPS @ 3'-6"± O.C. NOTE: PHOTO TAKEN AT SOUTHEAST GABLE LOOKING EAST REMOVE AND SALVAGE METAL COPING, REPAIR RUST AND PAINT. REINSTALL COPING IN-KIND. REMOVE AND REPLACE METAL STEP FLASHING AND COUNTERFLASHING AT GABLE END WALL DEEP REPOINTING REQUIRED, 2 SF SLATE ROOF TO BE REMOVED BACK TO EXISTING WOOD ROOF DECK. REPLACE IN-KIND DETERIORATED AREAS OF WOOD DECK AS REQUIRED, FIELD VERIFY. PROVIDE NEW ASPHALT SHINGLES ON SELF-ADHERING SHEET WATERPROOFING 3'-0" UP ROOF FROM EAVE. PROVIDE UNDERLAYMENT. PROVIDE NEW COPPER RIDGE CAP, MATCH EXISTING SIZE AND PROFILE, FIELD VERIFY REMOVE AND REPLACE IN-KIND COPPER DOWNSPOUT AND BRACKETS, MATCH EXISTING SIZE AND PROFILE, FIELD VERIFY REMOVE AND SALVAGE METAL COPING, REPAIR RUST AND PAINT. REINSTALL COPING IN-KIND. REMOVE AND REPLACE METAL STEP FLASHING AND COUNTERFLASHING AT GABLE END WALL PROVIDE NEW COPPER RIDGE CAP MATCHING THE EXISTING RIDGE CAP IN SIZE AND PROFILE, FIELD VERIFY REMOVE AND SALVAGE FOR REINSTALLATION LIGHTNING PROTECTION SYSTEM SLATE ROOF TO BE REMOVED BACK TO EXISTING WOOD ROOF DECK. REPLACE IN-KIND DETERIORATED AREAS OF WOOD DECK AS REQUIRED, FIELD VERIFY. PROVIDE NEW ASPHALT SHINGLES ON UNDERLAYMENT. REMOVE CHIMNEY CAP AND REPLACE WITH LOW PROFILE STAINLESS STEEL VENTED CAP. FIELD VERIFY REPOINT ALL TERRACOTTA JOINTS, TYP. PATCH CHIPPED PORTIONS OF EXISTING TERRACOTTA, FIELD VERIFY LOCATIONS MAINTAIN ASSUMED EXISTING SAFETY TIE- OFF POINTS, FIELD VERIFY LOCATIONS TYP. NOTE: PHOTO TAKEN AT EAST GABLE END AT CHIMNEY PATCH CHIPS IN TERRACOTTA CHIMNEY CAP, TYP. FIELD VERIFY PROVIDE (2) TWO-WYTHE BRICK INFILL 8" NOM. THICKNESS. UTILIZE SALVAGED FACE BRICK AT EXTERIOR SIDE FOR INFILLING OF THE EXISTING MASONRY OPENING 4"±EXISTING MORTAR WASH AT SILL TO REMAIN EXISTING BRICK WALL EXISTING CRAWLSPACE TO BE INFILLED GRADE VARIES1' - 4"±2 1/4"±1' - 0"± PROVIDE (2) TWO-WYTHE BRICK INFILL 8" NOM. THICKNESS. UTILIZE SALVAGED FACE BRICK AT EXTERIOR SIDE FOR INFILLING OF THE EXISTING MASONRY OPENING EXISTING BRICK WALL REMOVE EXISTING WINDOW COMPLETE BACK TO EXISTING MASONRY OPENING NEW GRADE AT SLOPING SIDEWALK VARIES, COORDINATE WITH CIVIL DWGS. FLUID-APPLIED WATERPROOFING PROTECTION BOARD FIELD VERIFY 2'-6"± VARIESREMOVE EXISTING WOOD WINDOW BACK TO MASONRY OPENING REMOVE AND SALVAGE FOR REINSTALLATION TERRACOTTA WINDOW SILL REMOVE ROOF COMPLETELY AND ASSOCIATED FLASHING AT BRICK WALL REMOVE DOOR AND FRAME BACK TO MASONRY OPENING BRICK WALLS TO REMAIN COORDINATE REMOVAL OF HOSE BIB WITH PLUMBING REMOVE DETERIORATED WOOD TRIM ELEMENTS, PROVIDE NEW WOOD TRIM ELEMENTS MATCHING EXISTING, FIELD VERIFY. REPLICATE MISSING WOOD TRIM ELEMENTS IN-KIND. PREPARE AND PAINT THE WOOD ENTABLATURE, PAINT TO MATCH EXISTING. 1'-0 1/2"± 2'-0"± 2 1/2" 2 1/4" 1'-0 1/4" FILL OPEN GAPS IN WOOD SCROLL AND TRIM PHOTO TAKEN AT THE SOUTHWEST ENTABLATURE PHOTO TAKEN AT THE NORTHWEST ENTABLATURE 4'-0"± REMOVE DETERIORATED WOOD TRIM ELEMENTS, PROVIDE NEW WOOD TRIM ELEMENTS MATCHING EXISTING, FIELD VERIFY. REPLICATE MISSING WOOD TRIM ELEMENTS IN-KIND. PREPARE AND PAINT THE WOOD ENTABLATURE, PAINT TO MATCH EXISTING. COPPER BARREL VAULT ROOF TO REMAIN PREPARE AND PAINT ALL WOOD TRIM, MATCH EXISTING COLOR ALL BRICK SURFACES TO BE CLEANED 2'-0"±TERRACOTTA CORNICE COPPER FLASHING TO REMAIN COPPER FLASHING TO REMAIN REPLICATE MISSING DECORATIVE SCROLL AND FEATURE SEEN ON THE OPPOSITE SIDE 100% OF FACADE TO BE CLEANED TERRACOTTA BRACKET REPAIR FAILED TERRACOTTA PATCH TERRACOTTA WATER TABLE REMOVE FAILED CEMTITIOUS PATCH, PROVIDE NEW SPECIFIED TERRACOTTA PATCHING COMPOUND NOTE: ALL TERRACOTTA AND BRICK TO BE CLEANED 5 1/2"±13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:32:24 PMA652 22-018.1 MARCH 24, 2023 CV HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAMISCELLANEOUS DETAILS6" = 1'-0"A652 A1 BRICK REPOINTING DETAIL 1 1/2" = 1'-0"A652 F1 SECTION AT CHEEK WALL OF NEW SOUTHWEST ENTRY 1 1/2" = 1'-0"A652 F10 EAST BASEMENT ENTRY ADDITION NOT TO SCALEA652 A10 PHOTO - WEST ENTRY STEP REPAIR NOT TO SCALEA652 C10 PHOTO - SIDE CHAPEL GUTTER REPLACEMENT NOT TO SCALEA652 E10 PHOTO - GUTTER AT EAST ELEVATION, NORTHEAST CORNER NOT TO SCALEA652 4 PHOTO - SOUTHEAST GABLE ROOF NOT TO SCALEA652 A6 PHOTO - CHIMNEY CAP AND TERRACOTTA REPAIR 1 1/2" = 1'-0"A652 A4 WINDOW INFILL DETAIL 1 1/2" = 1'-0"A652 C4 WINDOW INFILL DETAIL AT NORTH BASEMENT WALLS NOT TO SCALEA652 C7 PHOTO - BASEMENT ENTRY EAST ELEVATION NOT TO SCALEA652 1 PHOTO - WOOD ENTABLATURE REPAIR NOT TO SCALEA652 2 PHOTO - ORNAMENTAL TERRACOTTA REPAIR NOT TO SCALEA652 H5 PHOTO - FAILED PATCH AT TERRACOTTA WATER TABLE 4' - 0" M.O. VIF 6' - 2" 2' - 0" 7' - 2"EQ. EQ.EQ. EQ.PROVIDE VACUUM GLASS, TYP. NEW DOUBLE HUNG WOOD WINDOW SASH. MATCH EXISTING WINDOW PROFILES, PAINT TO MATCH EXISTING PROVIDE NEW RAISED WOOD SPANDREL PANEL. PAINTED NEW SINGLE HUNG WOOD WINDOW SASH. MATCH EXISTING WINDOW PROFILES, PAINT TO MATCH EXISTING TYPE E NEW SASH WITH GLAZING ONLY EXISTING FRAME AND SILL TO BE RESTORED 14 BRK. CRS. = 3' - 1 5/16"TYPE F NEW WOOD OUTSWING CASEMENT WINDOW TO MATCH EXISTING PROFILES, PAINTED TO MATCH EXISTING. WITH INTERIOR SCREEN 8"±EXISTING SALVAGED, CLEANED AND REINSTALLED TERRACOTTA WINDOW SILL 3 1/2"2'-10"3 1/2"8"4"4" EXISTING TERRACOTTA WINDOW SILL TO BE RESTORED EQ.EQ.EQ.3 3/4"4 1/4"15' - 6 3/4" M.O. VIFPROVIDE VACUUM GLASS, TYP. NEW WOOD FRAME TO MATCH EXISITNG PROFILES 2' - 0" M.O. INFILL OPENING WITH BRICK TYPE A NOT USED TYPE B NOT USED TYPE L1 NOT USED RESTORE EXISTING WOOD FRAME. MODIFY FRAME FOR NEW SASH. PAINT TO MATCH EXISTING NEW WINDOW SCREEN NEW WINDOW SCREEN 3 1/2"1' - 3 1/2"4 1/8"PROVIDE NEW WEATHERSTRIPPING AND HARDWARE MODIFY OR REPLACE EXISTING SASH WEIGHTS TO ACCOMMODATE HEAVIER SASH TYPE CM.O.2' - 8 7/8" ±2' - 2" ±2' - 1" ±M.O. 2' - 8" ± PAINT EXISTING STEEL SECURITY BARS TO REMAIN RESTORE WOOD SASH, PAINT TO MATCH EXISTING RESTORE EXISTING WOOD FRAME, PAINT TO MATCH EXISTING EXISTING GLAZING TO REMAIN, PROTECT IN PLACE 1' - 1"1' - 2" TYPE M INFILL WITH BRICK TO MATCH. SEE DETAIL A4/A652 (ABOVE GRADE) & DETAIL C4/A652 (BELOW GRADE) REMOVE EXISTING WOOD WINDOW AND SALVAGE BACK TO OWNER TYPE G SMALL ROSE WINDOW REMOVE EXISTING OBSCURE GLAZING AND PROVIDE NEW VACUUM GLAZING TYPE G.1 LARGE ROSE WINDOW 14'-0"± DIAMETERNOTE: REFER TO DWG. A801 FOR AREAS OF REPAIR AT ROSE WINDOW TYPE D8"REFER TO SCHEDULEVARIESREFER TO SCHEDULE VARIES RESTORE EXISTING WOOD DOUBLE HUNG SASH. MODIFY TO FIT NEW VACUUM GLASS LITE. PAINT TO MATCH EXISTING RESTORE EXISTING WOOD FRAME. MODIFY FRAME FOR NEW SASH. PAINT TO MATCH EXISTING PROVIDE NEW WEATHERSTRIPPING AND HARDWARE MODIFY OR REPLACE EXISTING SASH WEIGHTS TO ACCOMMODATE HEAVIER SASH PROVIDE NEW INSECT SCREEN TYPE H3' - 9" ± VIFTYP. 9"6"9" WINDOW GROUP TYPE H RESTORE EXISTING WOOD FRAME, PAINT TO MATCH EXISTING RESTORE EXISTING WOOD SASH, PAINT TO MATCH EXISTING EXISTING GLAZING TO REMAIN, PROTECT IN PLACE CLEAN STONE SURROUND TYPE IM.O.7' - 1 3/4" ± VIF9 1/2" RESTORE EXISTING WOOD FRAME AND SASH, PAINT TO MATCH EXISTING EXISTING GLAZING TO REMAIN, PROTECT IN PLACE TYPE J SIDE CHAPEL EXISTING WINDOW. SALVAGE EXSITING GLAZING AND REPLACE WITH NEW VACUUME GLAZING EXISTING CURVED TERRACOTTA SILL RESTORE EXISTING WOOD WINDOW AND FRAME M.O. 3' - 8" ± VIFM.O. 2' - 2" ± VIF RESTORE EXISTING WOOD WINDOW FRAME, PAINT. MODIFY TO ACCOMIDATE THE NEW SASH AND GLAZING TYPE K EXISTING STAINED GLASS TO REMAIN PROTECTED IN PLACE CLEAN EXISTING TERRACOTTA SILL RESTORE EXISTING WOOD FRAME AND SASH, PAINT TO MATCH EXISTING 4' - 7" ± VIF 1' - 2" ± VIF NOT USED 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:32:45 PMA701 22-018.1 MARCH 24, 2023 SM HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAWINDOW SCHEDULE AND TYPES1/2" = 1'-0"A701 A2 WINDOW TYPES D1 A702 A702 D7 M.O. VIF 4' - 0" 4"4"4' - 0"4"4" 5' - 4" 4'-0" EQ EQ EQ NEW CAST STONE SILL, PROVIDE SS FLASHING WITH WATER-TIGHT END DAMS AND DRIP EDGE MODIFIY AND RESTORE EXISTING WOOD FRAME, PAINT TO MATCH EXISTING NEW DOUBLE HUNG WOOD WINDOW SASH WITH VACUUME GLASS INTERIOR STORM/SCREEN SPRAY FOAM IN VOID SPACES, TYP. ALL SIDES OF FRAME EXTERIOR INTERIOR EXISTING MASONRY WALL 4"4"2" 3"1 3/4"3"1 1/2"3/8"1 1/2"INTERIOR WALL CONSTRUCTION AND TRIM, NOT IN CONTRACT 9 11/16"EXISTING MASONRY WALL1' - 4"WALLINTERIORNEW DOUBLE HUNG WOOD WINDOW SASH, PAINT TO MATCH EXISTING NEW WOOD STOP INTERIOR EXTERIOR 3/4"3/4"1"5 15/16"3 1/4"5 13/16"3/4"5/8" INTERIOR STORM/SCREEN WHERE INDICATED IN THE SCHEDULE MODIFIED AND RESTORE EXISTING WOOD WINDOW FRAME, PAINT TO MATCH EXISTING NEW PERIMETER SEALANT NEW VACUUM GLASS SPRAY FOAM IN VOID SPACES, TYP ALL SIDES OF FRAME EXISTING DOUBLE COURSE OF FACE BRICK TO REMAIN, TYP. EXISTING SINGLE WYTHE RED BRICK, TYP. NEW CAST STONE SILL TO MATCH EXISTING ADJACENT IN KIND NEW WOOD DOUBLE HUNG WINDOW SASH INTERIOR FURRING. NOT IN CONTRACT OVERHANG 1"3 3/4"INTERIOR SILL. NOT IN CONTRACT 2"3" MODIFY AND RESTORE EXISTING WOOD WINDOW FRAME, PAINT TO MATCH EXISTING 7 5/8"7 3/4"2"3 5/8" NEW SS FLASHING WITH WATER-TIGHT END DAMS AND DRIP EDGE PROVIDE BACKER ROD AND SEALANT, TYP SPRAY FOAM IN VOID SPACES, TYP ALL SIDES OF FRAME A1 A702 SECOND FLOOR PROPOSED 12'-5"2'-0"A702 A72"4"A702 G7 NEW WOOD SPANDREL PANEL AT SECOND FLOOR FRAMING MODIFIED EXISTING WOOD FRAME NEW SASH AND GLAZING NEW WOOD DOUBLE HUNG WINDOW HEAD15' - 6 3/4"NEW SASH AND GLAZING NEW WOOD SINGLE HUNG WINDOW HEAD MODIFIED EXISTING WOOD FRAME NEW CAST STONE SILL TO MATCH EXISTING 4"4"2" 3"1 3/4"3"1 1/2" INTERIOR WALL CONSTRUCTION AND TRIM, NOT IN CONTRACT 9 11/16" EXISTING MASONRY WALL 1' - 6 1/2" WALL INTERIOR NEW DOUBLE HUNG WOOD WINDOW SASH WITH VACUUM GLASS NEW WOOD STOP INTERIOREXTERIOR3/4"5/8" 3 1/4"5 11/16"3/4"5/8"MODIFIED EXISTING WOOD FRAME 7 3/4"2"3 5/8"1 1/2"3 5/8" EXISTING MASONRY WALL CONSTRUCTION EXISTING STEEL LINTELS TO REMAIN, REFER TO STRUCTURAL DRAWINGS. INTERIOR STORM/SCREEN WHERE INDICATED IN THE SCHEDULE SPRAY FOAM IN VOID SPACES, TYP ALL SIDES OF FRAME SEALANT, TYP.PROVIDE PERIMETER SEALANT MODIFY AND RESTORE EXISTING WOOD FRAME, PAINT TO MATCH EXISTING 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:32:53 PMA702 22-018.1 MARCH 24, 2023 TRW HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAWINDOW DETAILS1" = 1'-0"A702 A1 ARCH TOP WINDOW PLAN DETAIL 3" = 1'-0"A702 D7 WINDOW JAMB DETAIL 3" = 1'-0"A702 A7 WINDOW SILL - ARCH TOP WINDOW 1" = 1'-0"A702 D1 WINDOW TYPE E SECTION 3" = 1'-0"A702 G7 WINDOW HEAD DETAIL - ARCH TOP WINDOW DOOR RESTORATION NOTES: 1.FIELD VERIFY ALL DOOR / M.O. SIZES 2.RESTORE WOOD DOOR AND WOOD FRAME AS IDENTIFIED IN THE ELEVATIONS 3.PROVIDE NEW ACCESSIBLE HARDWARE, PROVIDE NEW GLAZING, PAINT TO MATCH EXISTING. 4.PROVIDE NEW BRASS SPRING TYPE WEATHERSTRIPPING, AND NEW BRUSH STYLE SWEEPDOOR TAGWIDTH (M.O./R.O.)HEIGHT (M.O./R.O.)OPENING (FIELD VERIFY)DOOR TAGDOOR SCHEDULE REMARKS 001 3'-6"8'-0"PROVIDE ACCESSIBLE ENTRY. SEE NOTES: 1,2,3,4 001 002 3'-6"8'-10"SEE NOTES: 1,2,4 002 003 6'-0"8'-11"SEE NOTES: 1,2,4 003 004 3'-6"8'-10"SECURE THE DOOR IN THE CLOSED POSITION, SEE NOTES: 1,2,4 004 005 3'-4"6'-8"PROVIDE NEW DOOR TO MATCH EXISTING, SEE NOTES: 4 005 REMOVE EXISTING DEADBOLT LOCK AND THUMB LATCH HARDWARE, AND INFILL HOLES REMOVE EXISTING EXTERIOR HARDWARE, AND INFILL HOLES DOOR 003 -PHOTO DOOR 004 -PHOTO DOOR 002 -PHOTO DOOR 001 -PHOTO RESTORE THE EXISTING DOOR AND FRAME. REMOVE (4) FOUR EXISTING WOOD PANELS AND PROVIDE NEW GLAZING AS ILLUSTRATED. 001 RESTORE KICKPLATE AND PROVIDE EXTERIOR BRUSH STYLE SWEEP PROVIDE NEW LEVERSTYLE HANDLE 3' - 6"8' - 0"MISSING VENEERREMOVE EXISTING WIRE GLASS AND REPLACE WITH NEW GLAZING MISSING RAISED PANEL, 8" X 10 1/4" DUTCHMAN NEW STILE 5"10"NOTE: 3/16" THICK VENEER BOARDS OVER FRAME 2 1/8" THICK DOOR + 3/16" VENEER TYP. 8" TYP. 4" REMOVE PLYWOOD INTERIOR PANEL, CONTRACTOR TO VIF THE CONDITION OF DOOR SALVAGE AND REUSE EXISTING KEEPER PROVIDE NEW WEATHERSTRIPPING REMOVE PAD LOCK AND KEY BOX, PROVIDE DUTCHMAN REPAIR 003 6' - 0" 8'-11" ±3' - 0"3' - 0" PROVIDE NEW HOOK AND LATCH TO MATCH EXISTING SALVAGE AND REINSTALL EXISTING KEEPER, TYP. PROVIDE LEVER STYLE HANDLE RESTORE KICKPLATE AND PROVIDE NEW BRUSH STYLE WEATHERSTRIPPING, TYP. SPRING STILE WEATHERSTRIPPING, TYP.RESTORE THE WOOD DOOR AND FRAME, PAINT COLOR TBD. SECURE THE DOOR IN THE CLOSED POSITION. SALVAGE FIVE (5) EXISTING GLAZING PANES AND REPLACE WITH RAISED WOOD PANEL TO MATCH THE ADJACENT EXISTING PANELS. 0048' - 10" VIF3' - 6" REMOVE LOCKSET AND HANDLE AND FILL HOLES RESTORE EXISTING HINGES AND SECURE DOOR IN THE CLOSED POSTITION REMOVE SIGN SALVAGE, RESTORE AND REINSTALL KICKPLATE AND KEEPER PROVIDE NEW BRUSH STYLE WEATHERSTRIPPING 5" 2' - 8" 5"REINSTALL KICKPLATE AND KEEPER ROVIDE NEW VENEER, TYP. 0029' - 0" ± VIF3' - 7" ± VIF 5 3/16"2' - 8 5/8"5 3/16"SALVAGE AND REINSTALL EXISTING KEEPER, HOOK AND LATCH REMOVE EXISTING GLAZING PANES AND PROVIDE NEW RAISED WOOD PANEL TO MATCH EXISTING IN KIND, TYP. RESTORE WOOD DOOR AND FRAME, PAINT COLOR TBD RESTORE EXISTING KICKPLATE AND PROVIDE NEW BRUSH STYLE WEATHERSTRIPPING, TYP. PROVIDE SPRING STYLE WEATHERSTRIPPING, TYP. SALVAGE AND REINSTALL EXISTING KEEPER, HOOK AND LATCH 6' - 8"2"3' - 4"2"7' - 0 3/16" ± M.O. 4"2' - 4 13/16" 4" NEW WOOD DOOR AND FRAME TO MATCH EXISTING IN KIND M.O. 3' - 8 1/16" ± NEW ROOF AND MASONRY WALLS, REFER TO DRAWING F10/A652 NEW WOOD FRAME TO MATCH EXISTING IN KIND 0051' - 3 1/4" EQ4 1/4" EQ3 1/2" EQ3 1/2" EQ7 1/2"EXISTING/NEW WOOD DOOR OR WINDOW INTERIOR EXTERIOR PROVIDE SPRING STYLE METAL WEATHERSTRIP, TYP. EXISTING WOOD FRAME, TYP. 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 1:11:43 PMA703 22-018.1 MARCH 24, 2023 TRW HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MADOOR SCHEDULE AND DETAILS1/2" = 1'-0"A703 E1 DOOR 001 - ACCESSIBLE DOOR 1/2" = 1'-0"A703 A1 DOOR 003 - FRONT DOOR 1/2" = 1'-0"A703 A6 DOOR 004 - SOUTH EAST DOOR RESTORATION 1/2" = 1'-0"A703 E6 DOOR 002 - NORTH EAST 1/2" = 1'-0"A703 A11 DOOR 005 - BASEMENT ACCESS NOT TO SCALEA703 H1 SPRING STYLE WEATHER STRIPPING REMOVE EXISTING BUILT-IN GUTTER ASSEMBLY, PROVIDE NEW ASSEMBLY AT SOUTH AND NORTH EAVES REPAIR SHEET METAL CUPOLA AND PAINT REMOVE DOWNSPOUTS, PROVIDE NEW PAINTED GALVANIZED DOWNSPOUTS TO MATCH EXISTING SIZE, SEE ROOF PLAN FOR NEW LOCATIONS REPLACE COPPER COPING GALVANIZED METAL COPING TO BE SALVAGED AND PAINTED, TYP. REFER TO A6/A652 FOR CHIMNEY CAP INFORMATION REMOVE METAL CROSS FROM ITS BASE, PROVIDE NEW 10"± X 10"± PYRAMIDAL COPPER CAP OVER EXISTING COPPER CROSS BASE, CLEAT AND SOLDER TO EXISTING COPPER PLINTH CAP COPPER COPING CAP TO REMAIN, SOLDER CRACKS IN EXISTING SOLDER JOINTS, FIELD VERIFY RESTORE EXISTING DOOR. SEE DOOR SCHEDULE REMOVE STEPS, REMOVE AND SALVAGE FOR REINSTALLATION BRICK CHEEK WALLS AND CAST STONE COPING. PROVIDE NEW HANDICAP ACCESSIBLE ENTRY VIA SLOPING SIDEWALK. COORDINATE WITH CIVIL DRAWINGS. NORTHEAST ENTRY CAST STONE THRESHOLD TO REMAIN REPAIR CRACK IN TERRACOTTA COPING CHIPPED TERRACOTTA WATERTABLE TERRACOTTA WATER TABLE REMOVE FAILED CEMENTITIOUS PATCH, PROVIDE NEW SPECIFIED TERRACOTTA PATCHING COMPOUND NOTE: ALL TERRACOTTA AND BRICK TO BE CLEANED DOWNSPOUTS TO BE REMOVED AND REPLACED WITH PAINTED GALVANIZED METAL DOWNSOUTS MATCHING THE EXISTNG SIZE, FIELD VERIFY REPLACE CRACKED BRICK WITH CLEANED SALVAGED FACE BRICK FAILED TERRACOTTA PATCH WINDOW FRAME AND TRIM TO BE RESTORED REMOVE FAILED CEMTITIOUS PATCH, PROVIDE NEW SPECIFIED TERRACOTTA PATCHING COMPOUND NOTE: ALL TERRACOTTA AND BRICK TO BE CLEANED TERRACOTTA WINDOW SILL, STABILIZE CRACKS WITH EPOXY INJECTION REPLACE METAL GUTTER IN-KIND WITH NEW PAINTED RADIUS 6"± GALVANIZED METAL GUTTER. MATCH EXISTING PROFILE, FIELD VERIFY. MATCH EXISTING 1" X 1/8" PAINTED GALVANIZED METAL GUTTER STRAPS @ 3'-6"± O.C. SLATE ROOF TO BE REMOVED BACK TO EXISTING WOOD ROOF DECK. REPLACE IN-KIND DETERIORATED AREAS OF WOOD DECK AS REQUIRED, FIELD VERIFY. PROVIDE NEW ASPHALT SHINGLES ON SELF-ADHERING SHEET WATERPROOFING 3'-0" UP ROOF FROM EAVE. PROVIDE UNDERLAYMENT. REMOVE AND REPLACE METAL STEP AND COUNTER FLASHING IN-KIND, PROVIDE METAL KICK-OUT FLASHING AT WALL/GUTTER INTERSECTION, TYP. REMOVE AND REPLACE IN-KIND PAINTED GALVANIZED DOWNSPOUT STEM TO COLLECTOR BOX COLLECTOR BOX AND ORNATE GALVANIZED METAL DOWNSPOUT TO REMAIN, PAINT COLLECTOR BOX, DOWNSPOUT AND BRACKETSFIELD VERIFY 7 1/2"± 3'-0"± RAKE OUT AND PROVIDE NEW WINDOW GLAZING COMPOUND AT ALL WINDOWS, TYP. RESET DISPLACED GLAZING REPOINT EXISTING TERRACOTTA JOINTS, TYP. REPAIR CRACKS IN TERRACOTTA, TYP, FIELD VERIFY EXTENTS REPAIR CRACKS IN TERRACOTTA SPOKE\, TYP, FIELD VERIFY EXTENTS REPAIR CRACKS AND FAILED PATCHES IN TERRACOTTA SPOKES, TYP, FIELD VERIFY EXTENTS REPAIR CRACKS IN TERRACOTTA SPOKE, TYP, REPAIR FAILING PATCHES IN TERRACOTTA NOTE: ALL TERRACOTTA ELEMENTS OF ROSE WINDOW TO BE CAREFULLY CLEANED PRIOR TO REPAIRS. PROVIDE NEW GLAZING COMPOUND AT ALL WINDOWS. REPLACE BROKEN OBSCURE GLASS, MATCH EXISTING REPLACE BROKEN OBSCURE GLASS, PROVIDE NEW GLAZING COMPOUND, MATCH EXISTING GLAZING PAINT METAL SASH, TYPICAL TWO (2) LOCATIONS EXISTING STAINED GLASS WINDOWS BEYOND TO REMAIN REPAIR CRACKS IN TERRACOTTA SPOKE AND SPOKE CAPITAL REPLACE CRACK IN TERRACOTTA REPAIR CHIP IN TERRACOTTA TRIM, REPLACE CRACKED BRICK WITH SALVAGED BRICK ALL BRICK AND TERRACOTTA TO BE CLEANED, REMOVE EFFLORESCENCE ALLOW FOR REPLACEMENT OF 8± CRACKED BRICK, REPLACE WITH SALVAGED BRICK ALL BRICK AND TERRACOTTA TO BE CLEANED, REMOVE EFFLORESCENCE RAKE OUT AND REMOVE SEALANT IN MORTAR JOINTS, REPOINT WITH SPECIFIED MORTAR WEST GABLE END, SOUTH SIDE BRICK AND TERRACOTTA TRIM 13 A DATE DRAWN BY REVISIONS PROJECT NUMBER © COPYRIGHT 2023 THALER REILLY WILSON ARCHITECTURE & PRESERVATION, LLP "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" NOT FOR CONSTRUCTION For Estimating Purposes Only B C D E F G H J K 121110987654321 6/9/2023 12:33:37 PMA801 22-018.1 MARCH 24, 2023 TRW HAWLEY APARTMENTS - PHASE 1O'CONNELL DEVELOPMENT GROUP20 HAWLEY STREET, NORTHHAMPTON, MAEXISTING CONDITIONS PHOTOGRAPHSNOT TO SCALEA801 A11 PHOTO - EXISTING SOUTH ELEVATION NOT TO SCALEA801 C11 PHOTO - CHIMNEY AND EAST GABLE END NOT TO SCALEA801 H11 PHOTO - RELIGIOUS ARTIFACT NOT TO SCALEA801 A8 PHOTO - ACCESSIBLE ENTRY 001 NOT TO SCALEA801 E11 PHOTO - CHIPPED TERRACOTTA WATERTABLE 12" = 1'-0"A801 C8 PHOTO - CHIPPED TERRACOTTA WINDOW SILL 12" = 1'-0"A801 E8 PHOTO - EXISTING COLLECTOR BOX AND DOWNSPOUT NOT TO SCALEA801 A1 PHOTOS - ROSE WINDOW TERRACOTTA REPAIR NOT TO SCALEA801 H8 PHOTO - CHIPPED TERRACOTTA TRIM NOT TO SCALEA801 H5 PHOTO - REPOINT MORTAR JOINTS