32C-052 9 Pearl Street Addendum
9 Pearl St_PERMIT ADDENDUM.pdf 9 Pearl St_PERMIT ADDENDUM
Renovations to #9 PEARL STREET Heldon Realty Trust 9 Pearl Street PROJECT DESCRIPTION PROJECT LOCATION ZONING DISTRICT: CENTRAL BUSINESS APPLICABLE BUILDING CODE: 2015 IBC CONSTRUCTION
TYPE: IIIB BUILDING HEIGHT: 45' GROSS BUILDING AREA: 15,000 INDEX OF DRAWINGS THOMAS DOUGLAS, R.A. MA THOMAS DOUGLAS ARCHITECTS, INC. ISSUE DATE 196 Pleasant Street Northampton, MA
01060 413-585-0641 http://www.tdouglasarchitects.com ARCHITECT: GENERAL NOTES 1. Contractor shall verify all dimensions and take own measurements at the job site before commencing
work. Advise architect of any error or discrepancy. 2. Contractor shall coordinate work of all trades, and installation of all equipment, items, or assemblies prior to commencing
work. 3. Contractor shall locate all existing utilities in areas of work. If utilities are to remain, provide adequate means of support and protection during work. 4.
Contractor shall consult and obtain permission from utility owners prior to commencement of work. Cooperate with owner and utility company in keeping respective services
and facilities in operation. Repair damaged utilities to satisfaction of owner. Secure approval of connections to existing utilities from appropriate utility company
and notify local authorities prior to covering. 5. Under no circumstances shall any trench required for utility connections, etc. outside the property line be without protective
barricades nor be left open at the end of a day's work. 6. No open excavations shall be left open at the end of a day's work without adequate protective barricades to
assure public safety. 7. Install and maintain adequate bracing or shoring required to prevent filling-in or cave-ins of adjacent materials at all times. 8. Remove all water
and disturbed soil from excavations prior to commencing further work each day. 9. Contractors shall not damage the site beyond project limit lines. Any damage beyond
project limit lines shall be repaired immediately to owners' satisfaction. 10. Contractor shall maintain structural integrity of project during construction through bracing,
guy wires, etc. See structural notes. 11. Contractor shall perform work in accordance with all applicable federal, state, and local codes. AERIAL VIEW OF SITE PROJECT OWNER:
Client: Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 c/o Dan Gleason Executive Trustee for Heldon Realty Trust 600 Kennedy Road Leeds, MA 01053 VIEW FROM PEARL STREET STRUCTURAL
ENGINEER: JACOB F. SMITH, P.E. JACOB SMITH ENGINEERING & DESIGN 8 COATES AVENUE SOUTH DEERFIELD, MA 01373 413-397-3441 www.jacobsmithengineering.com PEARL STREET PLEASANT STREET RAILROAD
AVENUE SITE RYBAK ENGINEERING, INC. 132 Forest Avenue Warren, MA 01083 413-436-5500 http://www.rybak-fpc.com FIRE PROTECTION: PLUMBING & HVAC ENGINEER: 4 South Main Street PO Box 278
Haydenville, MA 01039 413-268-7251 mjmoraninc.com MJ MORAN C COVER ARCHITECTURAL AD-100 DEMO PLAN AD-200 DEMO ELEVATIONS A-101 PLAN 1 & B A-102 PLAN 2 A-103 PLAN 3 A-104 PLAN ROOF A-150
RCP LEVEL 1 A-151 RCP LEVEL 2 A-200 PROPOSED ELEVATIONS A-400 ENLARGED PLAN & SECTION A-401 ENLARGED BATHROOMS A-402 ENLARGED RAMP A-410 ENLARGED PLANS & ELEVATIONS A-411 MILLWORK SECTIONS
& DTLS A-500 CONSTRUCTION DTLS A-502 ROOF DETAILS A-600 SCHEDULES A-601 WINDOW & STOREFRONT DTLS A-602 WINDOW & WALL DETAILS A-603 DOOR DETAILS 1 05/2/18 DEMO PERMIT 2 05/23/18
PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM REVISION 5 NOTE: FURTHER DEVELOPMENT OF DETAILING, STRUCTURAL
REMEDIATION & FACADE REPAIRS 5 PERMIT ADDENDUM LEVEL 1 RENOVATIONS & EXTERIOR IMPROVEMENTS 10/25/2018 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641
http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty
Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18
DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 DEMO PLANS AD-100
D14 DUMB WAITER B C D E F.1 F.2F G A 23 45678910 1 11 12 13 1410 ELEVATOR PIT LEVEL 1 - EXISTING PLAN Scale: 1/8" = 1'-0"2 G G F F F F F F F F F F E E D ABOVE C C B ABOVE A ABOVE A
ABOVE K K J J J J J J J J J J L DN ELEVATOR FREIGHT C.B. WALL HEATER ROOM 'B' V. TILE FLR. PLYWOOD CEIL. @ 11'-7" A.F.F. x 6'-9\" (2) 2'-0" UP DN WATER PIPE B C D E F.1 F.2F G A 23
45 678 910 1 11 12 13 1410 LEVEL 2 - EXISTING PLAN Scale: 1/8" = 1'-0"3 E E H ~17'-11"~ ~9'-2"~ ~6'-1"~ F F F L EXISTING MECHANICAL ROOM BASEMENT - EXISTING PLAN Scale: 1/8" = 1'-0"1
0 5 10 15 20 25 FT D KEYED DEMOLITION NOTES A REMOVE EXISTING SOFFIT SYSTEM. REMOVE EXISTING SUSPENDED CEILING SYSTEM & GRID ABOVE & PROPERLY DISPOSE. REMOVE EXISTING BUILT UP DECK,
STEPS, COUNTERS, CASEWORK, AND ALL ASSOCIATED ITEMS. REMOVE, MAKE SAFE, AND RELOCATE EXISTING MECHANICAL SYSTEM. MEP TO BE CERTIFIED BY OTHERS. SAVE FOR FUTURE USE. DEMOLISH STAIR &
ASSOCIATED FRAMING. PREPARE FOR NEW FRAMING AND FLOOR DECK. REMOVE EXISTING GWB WALL, SHEATHING AND FRAMING. B C D E F EXISTING PARTITIONS TO REMAIN, PATCH AND REPAIR AS REQUIRED DUE
TO CONSTRUCTION. NEW PARTITION. NEW PARTIAL HEIGHT PARTITION. PARTITION KEY PARTITIONS, EQUIPMENT AND OTHER ITEMS TO BE DEMOLISHED. EXISTING PARTITIONS TO REMAIN, PATCH AND REPAIR AS
REQUIRED DUE TO CONSTRUCTION. DEMO LINE KEY REMOVE EXISTING DOOR, PREPARE SILL FOR NEW ELEVATION.G REMOVE DECKING AND WOOD FRAME, PREPARE FOR FUTURE STAIR.H REMOVE DAMAGED PLASTER CEILING
ABOVE, REPAIR PER A-500J PREPARE OPENING ABOVE FOR NEW LEVEL 2 DECK ASSEMBLY PER A-500K MASONRY CHIMNEY TO BE DEMOLISHEDL KEYED DEMOLITION NOTES A REMOVE EXISTING CMU INFILL BACK TO
MASONRY OPENING. PREPARE OPENING FOR FUTURE STOREFRONT SYSTEM. REMOVE EXISTING FRAMING AND PLASTER INFILL BACK TO MASONRY OPENING. PREPARE OPENING FOR FUTURE WINDOW.B REMOVE EXISTING
FRAMING AND WOOD INFILL BACK TO MASONRY OPENING. PREPARE OPENING FOR FUTURE WINDOW. C REMOVE EXISTING WOOD WINDOW OR LOUVER BACK TO MASONRY OPENING. PREPARE OPENING FOR FUTURE WINDOW.
D REMOVE EXISTING BUILDING SINGABLE AND ASSOCIATED ITEMS. REPAIR ANY DAMAGED MASONRY AS A RESULT OF DEMOLITION WORK TO MATCH ADJACENT. E REMOVE EXISTING BUILDING LIGHT FIXTURES AND
ASSOCIATED ITEMS.SEE ELECTRICAL DRAWINGS FOR COORDINATION. REPAIR ANY DAMAGED MASONRY AS A RESULT OF DEMOLITION WORK TO MATCH ADJACENT. F REMOVE EXISTING WOOD DOORS AND TRIM BACK TO
MASONRY OPENING. PREPARE OPENING FOR NEW DOOR.G REMOVE EXISTING METAL PANEL, WOOD FRAMING, AND INFILL CONSTRUCTION BACK TO MASONRY OPENING. SEE STRUCTURAL DRAWINGS FOR LINTEL REPLACEMENT
INFORMATION. PREPARE OPENING FOR NEW WINDOW. H EXISTING WOOD DOORS TO BE REMOVED, REPAIRED, AND REINSTALLEDJ CHIMNEY TO BE DEMOLISHEDK EXISTING INFILL TO REMAINL REMOVE EXISTING FRAMING
AND WOOD INFILL BACK TO MASONRY OPENING. ENLARGE MASONRY OPENING TO ACCOMMODATE NEW WINDOW - SEE SCHEDULE FOR WINDOW SIZE. REMOVE EXISTING MASONRY SILL AND REUSE AT NEW OPENING. M
Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS
DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing
No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18
PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 DEMOLITION EXTERIOR ELEVATIONS AD-200 0 0 0 0 0 0 FT BUILDING 1 FIRST FLOOR 0" BUILDING 2 FIRST FLOOR -1'-2" SECOND
FLOOR 12'-6" THIRD FLOOR F.F. 23'-4" TOP OF RIDGE 44'-10" BUILDING 2 ROOF 26'-4" BUILDING 1 PLATFORM 1'-2" DEMOLITION EAST ELEVATION Scale: 1/8" = 1'-0"2 A K M LL L L L B B BUILDING
1 FIRST FLOOR 0" BUILDING 2 FIRST FLOOR -1'-2" SECOND FLOOR 12'-6" THIRD FLOOR F.F. 23'-4" TOP OF RIDGE 44'-10" BUILDING 2 ROOF 26'-4" BUILDING 1 PLATFORM 1'-2" DEMOLITION WEST ELEVATION
Scale: 1/8" = 1'-0"1 K D C C C D DD C M CC D D D G J E E F HHE F KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT ST. 1 2 3 AREA OF DEMOLITION DEMOLITION
LEGEND DEMOLITION WEST JOG ELEVATION Scale: 1/8" = 1'-0"3 NOTE: SEE STRUCTURAL ADDENDUM FOR UPDATED FACADE REPAIR REQUIREMENTS 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton,
MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon
Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB
18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM
10/25/2018 PLAN BASEMENT & LEVEL 1 A-101 03 02 01 04 D23 D14SF02 SF03 B C D E F.1 F.2F G A 23 456 789 10 1 11 12 13 1410 FLOOR DRAIN MOP SINK 30 BBLS BRIGHT #1 30 BBLS BRIGHT #2 50
BBLS HLT 30 BBLS FERMENTER SHORT #6 30 BBLS FERMENTER SHORT #5 30 BBLS FERMENTER SHORT #4 30 BBLS FERMENTER SHORT #3 30 BBLS FERMENTER SHORT #2 30 BBLS FERMENTER SHORT #1 30 BBLS FERMENTER
SHORT #7 30 BBLS FERMENTER SHORT #8 30 BBLS FERMENTER SHORT #8 30 BBLS FERMENTER SHORT #9 3'-6" PATH 3'-0" PATH MEN D19 countert op oven panini BEE R TAP S SANDWICH UNIT 30 X 72 BAR
TOP SHELF BEE R TAP S BEE R TAP S BAR TOP SHELF POS PRT DRAW ER BELO W 1:20 SLOPE UP 29 30 D20 D15 D16 SF01 4 4 4 4444 4 4 4 4 8 6 6 8 10 4 4 4 444 BEER 32X54 44 4 6 1'-7" 19'-9" WALK
IN 11'6" x 25'0 D11 MECHANICAL ROOM LINE OF ENTRY BRIDGE ABOVE 35'-0" NEW TRENCH DRAIN IN FLOOR WOMEN D17 D18 D12 D13 AIRLOCK WITH VINYL CURTAIN 18'-0" TYPICAL 58'-6" 68'-0" 13'-6
1/2" 10'-6 1/2" 6'-2 1/2"5'-5 1/8"23'-4" 41'-10 1/4" 6'-9" 7'-8" 2'-0" 1'-10" 9'-6" 4'-11 1/2" 11'-6" 3'-0" D21 D22 DN BABY CHANGING BABY CHANGING FEED TANK BLOW DOWN SEPARATOR 50 HP
BOILER CHILLER 28"x65" OIL TANK 30x65 D24 WATER MAIN 600 AMP ELECTRI CAL PANEL D25 MILLING ROOM ELECTRICAL ROOM 10'-1" 5'-11" 13'-9 1/2" BUFF TANK 12'-11" 12'-9" 4'-5 1/2" 8'-5 1/2"
10'-11 1/2"13'-1 1/2" RISERS MAX @ 7" RISERS MAX @ 7" LEVEL 1 - PROPOSED PLAN Scale: 3/16" = 1'-0"2 ACCESS TO UTILITY ROOM BELOW 8 A-400 9 A-400 7 A-400 1 A-401 EXISTING MECHANICAL
ROOM BASEMENT - PROPOSED PLAN Scale: 3/16" = 1'-0"1 0 5 10 15 20 25 FT KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT ST. EXISTING PARTITIONS TO REMAIN,
PATCH AND REPAIR AS REQUIRED DUE TO CONSTRUCTION. NEW PARTITION. NEW PARTIAL HEIGHT PARTITION. PARTITION KEY B C D E F.1 F.2F G A 23 456 789 10 1 11 12 13 1410 DN D218 D-203 D-205 D-206
D-207 D-204 D-208 MOP SINK LAVATORY 201 LAVATORY 202 LAVATORY 203 SF07 MAIL/SCANNING/PRINTING 214 521 sq ftArea: C1 C2C3 36"H COUNTER RECORDS 215 111 sq ftArea: STAFF 209 118 sq ftArea:
REGISTRAR 212 232 sq ftArea: ASST REG 210 148 sq ftArea: D-202 D-212 D-211 D-210 SF06 D-201 D-214 REG OF DEEDS 2,988 SQ. FT. CONFERENCE 211 224 sq ftArea: D-216 LAND COURT 206 80 sq
ftArea: D-213 TRANSACTION 207 93 sq ftArea: CLIENT SVCS 205 275 sq ftArea: D-217 D-209 STOR/SUPPLY 213 92 sq ftArea: 42"H COUNTER 42"H COUNTER D-215 UTILITY CLOSET MDF 216 120 sq ftArea:
VESTIBULE 200 83 sq ftArea: CORRIDOR 218 184 sq ftArea: SUPPORT STAFF 208 466 sq ftArea: BOTTLE FILLER C4 SEATING/COMPUTER 204 275 sq ftArea: 2 2 2A 2 2 2 2 2 2 2 2 2 2 2 2A 2A 2 2
2 2 2 OFFICE 217 430 sq ftArea: 2 4 LEVEL 2 - PROPOSED PLAN Scale: 3/16" = 1'-0"3 MECHANICAL ROOM CHASE 4'-9 1/2" 12'-5 1/4" 3'-4 3/8" 4'-6 1/2" 3'-8 3/4"13'-0 7/8" 3'-6 1/4" 20'-11"
6'-8" 5'-0"12'-8 7/8" 9'-4 3/4" 6'-7 3/8" 12'-4 3/4" 19'-0 3/4" 10'-7 3/4" 7'-9 1/2" 26'-10 5/8" 10'-0 1/2" 3'-4 3/8" 12'-2 1/2" 5'-0 1/8" 6'-10 1/4" 18'-10 3/4" 15'-10 1/2" 11'-10
1/4" 2'-0" 11'-11 5/8" 3'-7 1/2" 2'-9 3/4" 90° 90° 90° 90° 90° 11'-4 3/4" 22'-8 3/4" 90° 4'-11 1/4" 1'-9 1/2" 12'-0" 11'-10 3/4" 7'-0" 9'-0" 13'-2" 8'-5 3/4" 6'-3 3/8" AREA NOT IN CONTRACT
97' TRAVEL DISTANCE Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF
MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked
By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET LEVEL 2 PLAN A-101 EXISTING PARTITIONS TO
REMAIN, PATCH AND REPAIR AS REQUIRED DUE TO CONSTRUCTION. NEW PARTITION. NEW PARTIAL HEIGHT PARTITION. PARTITION KEY KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD
AVE. PLEASANT ST. Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS
THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project
ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING
SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 LEVEL 2 PLAN A-102 ep ep ep ep ep ep iron/pnrfnce pnrfnce back face face end back end rw face back
face face back back face cl arbor cl arbor cl arbor cl arbor rw face no grade face back back face face pnrfnce end conc under pavers @gap bldg no grade pavers @rw face thresh . bldg
bldg bldg no grade bldg no grade sidewalk el . @pearl st ep ep 10" maple lghtpost bottom of block @bldg 96 .23 98 .08 98 .22 98 .29 98 .32 98 .39 98 .35 98 .19 97 .95 96 .15 96 .97
97 .94 98 .88 98 .74 98 .74 98 .59 98 .57 98 .46 98 .39 98 .37 98 .12 97 .88 0.00 98 .45 98 .43 94 .53 94 .56 94 .40 90 .19 0.00 90 .54 90 .18 89 .56 89 .59 0.00 0.00 87 .18 97 .21
96 .91 97 .43 96 .14 102 .10 1503 1504 1505 1506 1507 1508 1512 1513 1520 1521 1522 1523 1524 1526 1527 1528 1529 1530 1531 1532 1533 1534 1538 1539 1540 1541 1542 1543 1550 1551 1558
1592 1608 1609 1619 1620 1621 1622 1623 1624 1625 1626 ep ep ep ep ep ep ep/bricks ep/bricks ep ep ep ep ep ep ep 1298 1297 1296 1244 1242 1230 1211 1210 1209 1208 1207 1206 1205 1204
1203 B C D E F.1 F.2F G A 23 456 789 10 1 11 12 13 1410 DN D218 D-203 D-205 D-206 D-207 D-204 D-208 MOP SINK LAVATORY 201 LAVATORY 202 LAVATORY 203 UP UP WOOD BENCH C C C D D B B B
B B B B B A A A A C D SF07 MAIL/SCANNING/PRINTING 214 521 sq ftArea: C1 C2C3 36"H COUNTER RECORDS 215 111 sq ftArea: STAFF 209 118 sq ftArea: REGISTRAR 212 232 sq ftArea: ASST REG 210
148 sq ftArea: D-202 D-212 D-211 D-210 SF06 D-201 D-214 REG OF DEEDS 2,988 SQ. FT. CONFERENCE 211 224 sq ftArea: D-216 LAND COURT 206 80 sq ftArea: D-213 TRANSACTION 207 93 sq ftArea:
CLIENT SVCS 205 275 sq ftArea: D-217 D-209 STOR/SUPPLY 213 92 sq ftArea: 42"H COUNTER 42"H COUNTER D-215 UTILITY CLOSET MDF 216 120 sq ftArea: VESTIBULE 200 83 sq ftArea: CORRIDOR 218
184 sq ftArea: SUPPORT STAFF 208 466 sq ftArea: BOTTLE FILLER C4 SEATING/COMPUTER 204 275 sq ftArea: 2 2 2A 2 2 2 2 2 2 2 2 2 2 2 2A 2A 2 2 2 2 2 OFFICE 217 430 sq ftArea: 2 4 LEVEL
2 - PROPOSED PLAN Scale: 3/16" = 1'-0"3 MECHANICAL ROOM CHASE 4'-9 1/2" 12'-5 1/4" 3'-4 3/8" 4'-6 1/2" 3'-8 3/4"13'-0 7/8" 3'-6 1/4" 20'-11" 6'-8" 5'-0"12'-8 7/8" 9'-4 3/4" 6'-7 3/8"
12'-4 3/4" 19'-0 3/4" 10'-7 3/4" 7'-9 1/2" 2'-6" 26'-10 5/8" 10'-0 1/2" 3'-4 3/8" 12'-2 1/2" 5'-0" 6'-10 1/4" 18'-10 3/4" 15'-10 1/2" 11'-10 1/4" 2'-0" 11'-11 5/8" 3'-7 1/2" 2'-9 3/4"
90° 90° 90° 90° 90° 11'-4 3/4" 22'-8 3/4" 90° 4'-11 1/4" 1'-9 1/2" 12'-0" 11'-10 3/4" 7'-0" 9'-0" 13'-2" 8'-5 3/4" 1 A-402 EXISTING PARTITIONS TO REMAIN, PATCH AND REPAIR AS REQUIRED
DUE TO CONSTRUCTION. NEW PARTITION. NEW PARTIAL HEIGHT PARTITION. PARTITION KEY KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT ST. 5 Architects, Inc.
196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date
Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project
North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE
3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 LEVEL 3 PLAN A-103 L01 L02 L03 BUILDING 2 ROOF - SEE ROOF PLAN A-104 B C D E F.1 F.2F G A 11 12 13 1410 LEVEL 3 - PROPOSED
PLAN Scale: 3/16" = 1'-0"1 EXISTING WINDOW INFILL TO REMAIN SEE STRUCTURAL DRAWINGS FOR WORK IN THIS AREA 6 A-500 6 A-500 KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD
AVE. PLEASANT ST. EXISTING PARTITIONS TO REMAIN, PATCH AND REPAIR AS REQUIRED DUE TO CONSTRUCTION. NEW PARTITION. NEW PARTIAL HEIGHT PARTITION. PARTITION KEY 4 Architects, Inc. 196
Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description
INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet
Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING
SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 ROOF PLAN A-104 SHED ROOF SLOPE SLOPE SLOPE SLOPE AREA OF DEMOLISHED MASONRY CHIMNEY TO BE REPAIRED UNTIL NEW ROOF IS INSTALLED REPAIR
MASONRY PARAPET WALL AND COPING AS REQUIRED - TYPICAL ALL LOCATIONS REPAIR AND REPLACE STRUCTURAL MEMBERS AND SHEATHING PER STRUCTURAL DRAWINGS. NEW ROOF ASSEMBLY TO BE: -ROOFING MEMBRANE
-TAPERED INSULATION AS REQUIRED -CONTINUOUS R30 INSULATION -VAPOR CONTROL LAYER -STRUCTURAL SHEATHING REPAIR EXISTING GABLE AND SHED ROOF AT DAMAGED AREAS AS REQUIRED ADJACENT LOW ROOF
B C D E F.1 F.2F G A 23 456 78 910 1 11 12 13 1410 6" SUARE DOWNSPOUTS - COORDINATE LOCATIONS TO AVOID CONFLICT WITH WINDOWS, DOORS, AND OTHER BUILDING ELEMENTS GUTTER - SEE ROOF OVERHANG
DETAIL FACE OF WALL BELOW CANOPY OVER ENTRANCE AREA TAPER ROOF OVERHANG BACK TO FACE OF BUILDING TAPER ROOF OVERHANG BACK TO FACE OF BUILDING 6'-6" EXHAUST HOOD VENT, LOCATION FIXED
10' CLEAR AREA FOR INTAKE KITCHEN MAKE UP AIR INTAKE ROOF - PROPOSED PLAN Scale: 3/16" = 1'-0"1 10'-6" 21'-5" 40" HIGH CONDENSOR UNIT 40" HIGH CONDENSOR UNIT 48" HIGH PLUMBING VENT
AREA PLUMBING VENT AREA 48" HIGH 6'-5" 12'-7 1/2" 4'-3 1/2" 11'-7 1/2" 1'-3 1/2" 12'-7" 7 A-502 7 A-502 8 A-502 8 A-502 9 A-502 9 A-502 10 A-502 10 A-502 2 A-502 2 A-502 3 A-502 3 A-502
6 A-502 6 A-502 KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT ST. EXISTING PARTITIONS TO REMAIN, PATCH AND REPAIR AS REQUIRED DUE TO CONSTRUCTION. NEW
PARTITION. NEW PARTIAL HEIGHT PARTITION. PARTITION KEYREFRIGERANT CONDENSER LOCATION 5 NOTE: ROOF REPAIR UNDER SEPERATE PERMIT 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton,
MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon
Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB
18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM
10/25/2018 FIRST FLOOR RCP A-150 D14SF02 SF03 B C D E F.1 F.2F G A 23 456 789 10 1 11 12 13 1410 FLOOR DRAIN MOP SINK MEN 1:20 SLOPE UP 29 30 WALK IN 11'6" x 25'0 MECHANICAL ROOM WOMEN
AIRLOCK WITH VINYL CURTAIND21 DN CHILLER 28"x65" WATER MAIN MILLING ROOM ELECTRICAL ROOM 7'-9 5/8" AA A A A A A B B B B B LEVEL 1 - PROPOSED PLAN Scale: 3/16" = 1'-0"2 A 13'-9" V.I.F.
B EXISTING PLASTER CEILING EXISTING PLASTER CEILING KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT ST. AREA OF DAMAGED CEILING TO BE REPAIRED - SEE SHEET
NOTES FOR MORE INFORMATION REFLECTED CEILING PLAN LEGEND 2'X4' ACOUSTICAL CEILING TILE SYSTEM PATCH AND REPAIR 10% OF EXISTING PLASTER ON METAL LATH CEILING. REFLECTED CEILING PLAN
SHEET NOTES 01. DAMAGED AREAS 1 SQUARE FOOT OR LESS TO BE PATCHED IN KIND TO MATCH ADJACENT CONDITIONS. 02. DAMAGED AREA GREATER THAN 1 SQUARE FOOT TO BE FRAMED AS REQUIRED AND PATCHED
WITH GWB. PLASTER SKIM COAT TO BE APPLIED OVER GWB TO MATCH ADJACENT CONDITIONS. 03. REFLECTED CEILING PLAN KEYED NOTES A EXISTING STAIR OPENING TO BE INFILLED - SEE STRUCTURAL DRAWINGS
FOR FRAMING INFORMATION B WRAP EXISTING BEAM BEAM AT OPENING IN TWO LAYERS OF 5/8" GWB. RETURN GWB TO CEILING PLANE. NOTE: LIGHTING AND ELECTRICAL UNDER SEPERATE PERMIT 5 Architects,
Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev
Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project
North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET SECOND FLOOR RCP A-150 B C D E F.1 F.2F G A 11 12 13 1410 PLAN BOOK HOLDER BULLETIN
BOARD 1 VF DN MOP SINK C1 C2C3 36"H COUNTER 3 42 BULLETIN BOARD VF BOOKSHELF BOOKSHELF BOOKS/BACK INDEXING LOW SHELVES BOOKS/BACK INDEXING LOW SHELVES BOOKS/BACK INDEXING LOW SHELVES
BOOKCASE BOOKSHELF LATERAL FILE VF BOOKSHELF LATERAL FILE BOOKSHELF MYLAR DRAWERS BOOKCASE BOOKSHELF TPWTR. PRINTER MYLAR DRAWERS MYLAR DRAWERS MYLAR DRAWERS STORAGE CABINET PLAN SCANNER
D-217 BOOK SHELF TALL FILES BOOKS/BACK INDEXING LOW SHELVES POST FILM ARCHIVE WRITER 42"H COUNTER SERVER SERVER BOOKCASE 5 BULLETIN BOARD 42"H COUNTER SUPPLY CABINET BULLETIN BOARD
TPWTR. TPWTR. COPY MACHINE PRINTER BOTTLE FILLER C4 8'-10" A.F.F. 9'-0" A.F.F. 8'-10" A.F.F. 8'-10" A.F.F. 11'-0" A.F.F. B B B 8'-0" A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. 8'-10" A.F.F. 11'-0"
A.F.F. 8'-10" A.F.F. 8'-10" A.F.F. 8'-10" A.F.F. 8'-10" A.F.F. 8'-10" A.F.F. 8'-10" A.F.F. A A A C C C C C C C C C C C C C C C C C C C C DDDDDDDD D D D D D D D D D D D D D D D D D D
D D D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D C C C C C C C C C C C C E E E C AREA NOT IN CONTRACT MAIL/SCANNING/PRINTING 214 521 sq ftArea: RECORDS 215 111 sq ftArea:
STAFF 209 118 sq ftArea: REGISTRAR 212 232 sq ftArea:ASST REG 210 148 sq ftArea: CONFERENCE 211 224 sq ftArea: LAND COURT 206 80 sq ftArea: TRANSACTION 207 93 sq ftArea: CLIENT SVCS
205 275 sq ftArea: STOR/SUPPLY 213 92 sq ftArea: MDF 216 120 sq ftArea: VESTIBULE 200 83 sq ftArea: SUPPORT STAFF 208 466 sq ftArea: SEATING/COMPUTER 204 275 sq ftArea: OFFICE 217 430
sq ftArea: LAVATORY 203 45 sq ftArea: LAVATORY 202 45 sq ftArea: LAVATORY 201 45 sq ftArea: SEE ELEVATION FOR LOCATION AREA OF DAMAGED CEILING TO BE REPAIRED - SEE SHEET NOTES FOR MORE
INFORMATION REFLECTED CEILING PLAN LEGEND A B C SURFACE MOUNTED LED FIXTURE - PHILIPS LIGHTOLIER 6" SQUARE SLIM SURFACE DOWNLIGHT COVE LIGHT - T8 COVE LIGHT FIXTURE WITH LED BULB 2'X4'
RECESSED LED FIXTURE - METALUX SKYRIDGE WITH SKYTRIM ACCESSORY LINEAR RECESSED LED FIXTURE - METALUX SKYRIDGE SINGLE 2'X4' ACOUSTICAL CEILING TILE SYSTEM D E EXTERIOR SCONCE, LED KEY
PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT ST. Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.c
om REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton,
MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18
PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 EXTERIOR ELEVATIONS A-200 F F F BUILDING 1 FIRST
FLOOR 0" BUILDING 2 FIRST FLOOR -1'-2" SECOND FLOOR 12'-6" THIRD FLOOR F.F. 23'-4" TOP OF RIDGE 44'-10" BUILDING 2 ROOF 26'-4" BUILDING 1 PLATFORM 1'-2" B B B B AA F F REVEALS EQUALLY
SPACED 8'-0" MAX. REBUILT PARAPET BEYOND ROOF OVERHANG WITH GUTTER - SEE DETAIL DOWNSPOUTS - SEE ROOF PLAN 1 2 3 4 5 6 7 8 H PROPOSED EAST ELEVATION Scale: 1/8" = 1'-0"2 B TYPICAL F
TYPE WINDOWS 1 A-502 DD BUILDING 1 FIRST FLOOR 0" BUILDING 2 FIRST FLOOR -1'-2" SECOND FLOOR 12'-6" THIRD FLOOR F.F. 23'-4" TOP OF RIDGE 44'-10" BUILDING 2 ROOF 26'-4" BUILDING 1 PLATFORM
1'-2" A C A B B B B B B 12'-0" A A A A A A A E E E 10'-7" PROPOSED WEST ELEVATION Scale: 1/8" = 1'-0"1 AB C KEY PLAN SHADED AREA REPRESENTS AREA OF WORK PEARL ST. RAILROAD AVE. PLEASANT
ST. 1 2 3 KEYED NOTES A REPOINT XX% OF FACADE - SEE STRUCTURAL DRAWINGS FOR DETAILS B NEW COPING - SEE ROOF DETAILS C INFILL EXISITNG OPENING PER STRUCTURAL D NEW MASONRY OPENINGS -
SEE ARCH DRAWINGS FOR WINDOW DETAILS AND STRUCTURAL DRAWINGS FOR LINTEL DETAILS PROPOSED WEST JOG ELEVATION Scale: 1/8" = 1'-0"3 15'-3" 27'-1" PROPOSED NORTH ELEVATION Scale: 1/8" =
1'-0"4 5 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS
THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project
ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING
SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 ENLARGED PLANS A-400 1:20 SLOPE 4444 BEER 32X54 44 RISERS MAX @ 7" RISERS MAX @ 7" SLOPED WALKWAY
ENLARGED PLAN Scale: 1/4" = 1'-0"4 5 A-400 6 A-400 FINISH FLOOR 0" 1:20 SLOPE 4444 BEER 32X54 44 6'-2 1/2"5'-5 1/8"23'-4" 7'-8" 3'-0" RISERS MAX @ 7" RISERS MAX @ 7" PLATFORM FINISH
FLOOR 1'-2" 2'-10" EXISTING COLUMN EXISTING MASONRY PILASTER 3/4" PLYWOOD SHEATHING ON PLATFORM AND SLOPED WALKWAY PLATFORM FRAMING - SEE ENLARGED FRAMIGN PLAN FREESTANDING BANQUETTE
SEATING 1 1/2" ROUND TUBE HANDRAIL WITH 1" SQUARE TUBE STEEL VERTIAL SUPPORTS 4'-0" TYPICAL BOTTOM OF BEAM 10'-9" 23'-4" TRANSITION STRIP FROM RAMP TO EXISTING CONCRETE SLAB AS FINISH
FLOOR EXISTING BEAM 2'-10" SLOPED WALKWAY SECTION A Scale: 1/4" = 1'-0"5 FINISH FLOOR 0" PLATFORM FINISH FLOOR 1'-2" BOTTOM OF BEAM 10'-9" 3'-4" TRANSITION STRIP FROM RAMP TO EXISTING
CONCRETE SLAB AS FINISH FLOOR 2"X2" SQUARE TUBE STEEL RAILING WITH HARDWOOD CAP AND METAL MESH PANELS ACHORED TO TOP OF PLATFORM 1 1/2" ROUND TUBE HANDRAIL 3/4" PLYWOOD SHEATHING ON
PLATFORM AND SLOPED WALKWAY PLATFORM FRAMING - SEE ENLARGED FRAMIGN PLAN 1 1/2" ROUND TUBE HANDRAIL MOUNTED VERTICAL STEEL SUPPORTS OF PLATFORM RAILING EXISTING MASONRY PILASTER EXISTING
COLUMN EXISTING BEAM 2'-10" 3'-4" SLOPED WALKWAY SECTION B Scale: 1/4" = 1'-0"6 29 30 RISERS MAX @ 7" ENLARGED OFFICE PLAN Scale: 1/4" = 1'-0"8 6'-2 1/2" 8'-0 1/4" 4'-5"4'-0"3'-5 1/2"8'-10
3/4" 19'-9 1/2" 1 ENLARGED PLANS, SECTIONS, AND ELEVATIONS A-400 WALK IN 11'6" x 25'0 AIRLOCK WITH VINYL CURTAIN ENLARGED AIRLOCK PLAN Scale: 1/4" = 1'-0"9 9'-10 5/8" 13'-6 1/2" 61.2°
12'-1 1/2" VINYL AIRLOCK SYSTEM 1 1 12'-1 3/4" VERIFY IN FIELD 85.45° 1 A-603 MOP SINK UP WALK IN 11'6" x 25'0 D21 DN FIRST FLOOR STAIR PLAN Scale: 1/4" = 1'-0"1 7'-5 1/4" 9'-10" 20'-7
1/2" BULLETIN BOARD DN LATERAL FILE BOOKSHELF PRINTER 2 2 3'-4 5/8" 10'-6 5/8" SECOND FLOOR STAIR PLAN Scale: 1/4" = 1'-0"3 7'-3 1/2" 17'-11" 3'-6"3'-3 1/4" LINE OF BEAM BELOW 5'-2
3/4" 9'-2 1/2" 3'-6" 4 3/4" 12'-8" EXISTING FLOOR EXPOSED MASONRY WALL GWB TO COVER BEAM @ STAIR GWB STUD WALL GUARD 3'-0" 7"-TYPICAL LANDING LANDING 1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 12'-10 3/4" PROPOSED FLOOR 3'-6" GUARD STAIR SECTION Scale: 1/4" = 1'-0"2 6'-5 3/8" 11 1/8"- TYPICAL DASHED LINE INDICATES 1 HOUR SEPARATION FLOOR DRAIN MECHANICAL
ROOM FEED TANK BLOW DOWN SEPARATOR 50 HP BOILER CHILLER 28"x65" OIL TANK 30x65 WATER MAIN 600 AMP ELECTRI CAL PANEL ELECTRICAL ROOM BUFF TANK MECHANICAL ROOM ENLARGED PLAN Scale: 1/4"
= 1'-0"7 9'-11" 19'-8 1/2" 7'-6 1/2" 8'-0" X 8'-0" FRAMED OPENING WITH REMOVABLE WOOD FRAMED WALL INFILL TO ACCOMMODATE FUTURE REMOVAL OF EQUIPMENT 2 MECHANICAL CHASE TO ROOF 13'-6
1/2" 18'-11 1/2" 9'-0" 6'-1 1/2" Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH
OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked
By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET ENLARGED PLANS, ELEVATIONS, AND DETAILS
A-400 BULLETIN BOARD VF MOP SINK LAVATORY 201 LAVATORY 202 LAVATORY 203 BOOKSHELF STORAGE CABINET BOOK SHELF BULLETIN BOARD UTILITY CLOSET BOTTLE FILLER SECOND FLOOR BATHROOM/STAFF
BREAKROOM PLAN Scale: 3/8" = 1'-0"1 7'-6" 6'-0 1/4" 7'-6"7'-6 1/2" 6'-0 1/4" 6'-0 1/4" 1'-4 3/8"1'-4 3/8" 1'-4 1/4" 9'-0" 13'-2" 2 A-400 6'-10" 5'-8" 2'-9" REFRIGERATOR 1'-6"1'-6" 1'-6"
MIRROR - PROVIDE BLOCKING AS REQUIRED ACCESSIBLE SINK COVE BASE TILE WALL TILE 4'-0" MOISTURE RESISTANT GYPSUM WALL BOARD - PAINTED 8'-0" TYPICAL TILE TRIM 203 NORTH ELEVATION Scale:
3/8" = 1'-0"5 4'-0" 4'-0" MOISTURE RESISTANT GYPSUM WALL BOARD - PAINTED COVE BASE TILE WALL TILE TRASH BIN BY OWNER DOOR - SEE SCHEDULE 3'-4" TILE TRIM ELECTRIC HAND DRYER EQUALEQUAL
203 EAST ELEVATION Scale: 3/8" = 1'-0"3 42" GRAB BAR - PROVIDE BLOCKING AS REQUIRED WATER CLOSET 4'-0" MOISTURE RESISTANT GYPSUM WALL BOARD - PAINTED COVE BASE TILE WALL TILE MOISTURE
RESISTANT GYPSUM WALL BOARD - PAINTED TILE TRIM 203 SOUTH ELEVATION Scale: 3/8" = 1'-0"6 4'-0" MOISTURE RESISTANT GYPSUM WALL BOARD - PAINTED 36" MAX. 42" GRAB BAR - PROVIDE BLOCKING
AS REQUIRED WATER CLOSET COVE BASE TILE WALL TILE MIRROR - PROVIDE BLOCKING AS REQUIRED TILE TRIM ACCESSIBLE SINK 40" MAX. 203 WEST ELEVATION Scale: 3/8" = 1'-0"4 NOTE: LAVATORY 201,
202, AND 203 HAVE SIMILAR ELEVATIONS. B24 W2436 B30 B24 B24 W2436 W2436 W2418 8'-10" GYPSUM WALL BOARD SOFFIT - PAINTED 7'-6 3/4" BACKSPLASH - LARGE FORMAT SUBWAY TILE COUNTER - SOLID
SURFACE PLASTIC LAMINATE CLAD WALL CABINETS PLASTIC LAMINATE CLAD BASE CABINETS 3'-0"1'-6"3'-0" SHLUTER TILE EDGE STAFF KITCHEN ELEVATION Scale: 3/8" = 1'-0"2 BULLETIN BOARD MYLAR DRAWERS
MYLAR DRAWERS POST FILM ARCHIVE WRITER BULLETIN BOARD TPWTR. TPWTR. WORK COUNTER ENLARGED PLAN Scale: 3/8" = 1'-0"7 BLK STR CABINET BLK STR CABINET SHDR. SHDR. SUPPLY CABINET 4'-0 1/4"
5'-2 1/2" 17'-1 1/8" 2 A-500 2'-1" SIM. BELOW COUNTER ENLARGED PLAN Scale: 3/8" = 1'-0"8 LINE OF WALL LINE OF COUNTER 1 1/4" 4 3/8" 7 5/8" 1"1 7/8" RABBETED MAPLE SILL 1/4" GLAZING
SPACER CLEAR SEALANT 1/4" VISION GLAZING - TEMPERED JAMB BEYOND 2X4 FRAMING SEALANT 1/2" PLYWOOD 2X4 FRAMING HEADER INTERIOR WINDOW HEAD AND SILL DETAIL Scale: 3" = 1'-0"9 JACK STUD
KING STUD 1/4" VISION GLAZING - TEMPERED LINE OF SILL BELOW RABBETED MAPLE JAMB 1/4" GLAZING SPACER CLEAR SEALANT 1/2" 1"1 7/8" INTERIOR WINDOW JAMB DETAIL Scale: 3" = 1'-0"10 2'-0"5'-2"
2'-6 1/2" MITER CORNERS OF MAPLE WINDOW TRIM - BOTH SIDES OF WINDOW TOP OF WINDOW TRIM TO ALING WITH TOP OF DOOR FRAME/TRIM INTERIOR WINDOW ELEVATION Scale: 3/8" = 1'-0"11 10 9 Architects,
Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev
Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project
North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE
3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 BATHROOM ENLARGED PLANS AND ELEVATIONS A-401 MOP SINK MEN WOMEN 7 8 3 4 A-401 9 10 5 6 A-401 BABY CHANGING BABY CHANGING FIRST
FLOOR BATHROOM PLAN Scale: 3/8" = 1'-0"1 4'-7" 52" MINIMUM 15'-2 1/2" 20'-8" 11'-1 3/4" 20'-9 7/8" 7'-10" 15'-1 1/2" 3'-0" 1'-0" MIN. 52" MINIMUN 1'-6" 1'-6" 1A 3 2 1A 2 2 1A MEN NORTH
ELEVATION Scale: 3/8" = 1'-0"10 MOISTURE RESISTANT 5/8" GWB - PAINTED MIRROR - PROVIDE BLOCKING AS REQUIRED PLASTIC LAMINATE COUNTER WITH DROP-IN SINKS - PROVIDE BLOCKING AS REQUIRED
42" GRAB BAR - PROVIDE BLOCKING AS REQUIRED TOILET PARTITION - PROVIDE BLOCKIN IN FLOOR AND CEILING AS REQUIRED 4" VINYL BASE VINYL FLOORING BULLNOSE WALL TILE CAP WALL TILE COVE WALL
TILE BASE 4'-6" MEN EAST ELEVATION Scale: 3/8" = 1'-0"6 8'-0" MOISTURE RESISTANT 5/8" GWB - PAINTED 42" GRAB BAR - PROVIDE BLOCKING AS REQUIRED VINYL FLOORING BULLNOSE WALL TILE CAP
WALL TILE COVE WALL TILE BASE 4'-0" MEN SOUTH ELEVATION Scale: 3/8" = 1'-0"9 8'-0" 1'-5" MAX. 4'-0" BULLNOSE WALL TILE CAP MOISTURE RESISTANT 5/8" GWB - PAINTED WALL TILE COVE WALL
TILE BASE ACCESSIBLE URINAL URINAL SHIELD - TYPICAL 4" VINYL BASE VINYL FLOORING ELECTRIC HAND DRYER TRASHCAN BY OWNER BABY CHANGING EXISTING STEEL COLUMN - PAINTED EQUALEQUAL TOILET
PARTITION - PROVIDE BLOCKING IN FLOOR AND CEILING AS REQUIRED MEN WEST ELEVATION Scale: 3/8" = 1'-0"5 8'-0" MOISTURE RESISTANT 5/8" GWB - PAINTED MIRROR - PROVIDE BLOCKING AS REQUIRED
PLASTIC LAMINATE COUNTER WITH DROP-IN SINKS - PROVIDE BLOCKIGN AS REQUIRED 4" VINYL BASE VINYL FLOORING WOMEN NORTH ELEVATION Scale: 3/8" = 1'-0"8 8'-0" MOISTURE RESISTANT 5/8" GWB
- PAINTED 42" GRAB BAR - PROVIDE BLOCKING AS REQUIRED TOILET PARTITION - PROVIDE BLOCKING IN FLOOR AND CEILING AS REQUIRED VINYL FLOORING BULLNOSE WALL TILE CAP WALL TILE COVE WALL
TILE BASE 4'-0" WOMEN EAST ELEVATION Scale: 3/8" = 1'-0"4 8'-0" MOISTURE RESISTANT 5/8" GWB - PAINTED MIRROR - PROVIDE BLOCKING AS REQUIRED PLASTIC LAMINATE COUNTER WITH DROP-IN SINKS
- PROVIDE BLOCKING AS REQUIRED 4" VINYL BASE VINYL FLOORING TOILET PARTITION - PROVIDE BLOCKING IN FLOOR AND CEILING AS REQUIRED 4'-6"BULLNOSE WALL TILE CAP WALL TILE COVE WALL TILE
BASE WOMEN SOUTH ELEVATION Scale: 3/8" = 1'-0"7 8'-0" MOISTURE RESISTANT 5/8" GWB - PAINTED MIRROR - PROVIDE BLOCKING AS REQUIRED PLASTIC LAMINATE COUNTER WITH DROP-IN SINKS - PROVIDE
BLOCKING AS REQUIRED 4" VINYL BASE VINYL FLOORING ELECTRIC HAND DRYER BABY CHANGING TRASHCAN BY OWNER 3'-0" WOMEN WEST ELEVATION Scale: 3/8" = 1'-0"3 8'-0" 42" GRAB BAR - PROVIDE BLOCKING
AS REQUIRED TOILET PARTITION - PROVIDE BLOCKING IN FLOOR AND CEILING AS REQUIRED 4" VINYL BASE VINYL FLOORING MOISTURE RESISTANT 5/8" GWB - PAINTED BULLNOSE WALL TILE CAP WALL TILE
COVE WALL TILE BASE 4'-6" Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH
OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked
By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET ENLARGED PLANS AND INTERIOR ELEVATIONS A-401
MOP SINK LAVATORY 201 C1 C2C3 36"H COUNTER D-217 42"H COUNTER 42"H COUNTER UTILITY CLOSET BOTTLE FILLER C4 TRANSACTION COUNTER AREA ENLARGED PLAN Scale: 3/8" = 1'-0"1 2 5 A-401 6 A-401
4 A-401 3 A-401 2'-4 1/2" 4'-7 1/2" 7'-0" 11'-8 1/4" 6'-1" 6'-5 3/4" 6'-5 3/4" 6'-10 1/4" 2 A-500 3 A-500 1 A-500 4 A-500 5 A-500 6 A-500 7 A-401 8'-5 3/4" 8'-5 1/4" 5'-4 7/8" 2'-6"
11 3/8" 5'-9 3/4" 4'-1 1/4" 4'-10 3/4" 3'-5 1/4" 5'-5 1/4" 3'-2" 7'-10 1/8" 15'-10 3/8" 9'-6" 2'-5 3/8" 1'-4" HOLD 19'-0 1/2" 6'-2 1/8" 3'-8 3/8"10'-11 3/8" 11" 5'-10 1/8" 4'-1 1/8"
1'-9" TYP. 11'-0" STOREFRONT - SEE WINDOW SCHEDULE HARDWOOD VENEER PLYWOOD PRIVACY SCREEN 3/4" HARDWOOD VENEER PLYWOOD WITH HARDWOOD EDGING ON (3) SIDES OF PANEL 3/4" PLYWOOD COUNTER
WITH PLASTIC LAMINATE FINISH GYPSUM WALL BARD - PAINTED BASE - SEE SCHEDULE 3'-6" WORKSTATION ELEVATION Scale: 3/8" = 1'-0"2 PLAN BOOK HOLDER 1 VF MOP SINK C1 C2C3 36"H COUNTER 2 TPWTR.
STORAGE CABINET D-217 BOOK SHELF TALL FILES 42"H COUNTER BULLETIN BOARD UTILITY CLOSET C4 2 2 2A 2 8'-6" GYPSUM WALL BOARD SOFFIT - PAINTED 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE
FINISH 3/4" HARDWOOD VENEER PLYWOOD WITH HARDWOOD EDGING ON (3) SIDES OF PANEL 5/4 HARDWOOD CAP ON PRIVACY SCREEN HALF WALL BETWEEN TRANSACTION STATIONS 4'-6" 3'-6" 8'-10" 11'-0" OPEN
TRANSACTION COUNTERS FRONT ELEVATION - PUBLIC Scale: 3/8" = 1'-0"5 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 3/4" HARDWOOD VENEER PLYWOOD WITH HARDWOOD EDGING ON (3) SIDES OF
PANEL HALF WALL BETWEEN TRANSACTION STATIONS 8'-10" OPEN TRANSACTION COUNTERS BACK ELEVATION - OFFICE Scale: 3/8" = 1'-0"6 8'-10" OPEN ACCESSIBLE TRANSACTION COUNTER - OFFICE Scale:
3/8" = 1'-0"4 BACK ELEVATION 8'-10" 3'-0" 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 3/4" HARDWOOD VENEER PLYWOOD WITH HARDWOOD EDGING ON (3) SIDES OF PANEL 5/4 HARDWOOD CAP
ON PRIVACY SCREEN OPEN ACCESSIBLE TRANSACTION COUNTER - PUBLIC Scale: 3/8" = 1'-0"3 FRONT ELEVATION 1X HARDWOOD EDGING FLUSH WITH TOP OF COUNTER 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE
FINISH 6" RUBBER BASE - BOTH SIDES FINISH FLOOR - SEE SCHEDULE 4'-6" 2X4 FRAMING 16" ON CENTER 5/8" GYPSUM WALL BOARD BOTH SIDES - PAINTED 2'-1" 5/4 HARDWOOD CAP 5/8" GYPSUM WALL BOARD
- PAINTED 2X4 LEDGER 3/4" WIRE GROMMET HALF WALL SECTION DETAIL Scale: 1 1/2" = 1'-0"7 1 2 3 4 5 6 7 8 SECTION AT STEPS Scale: 1/2" = 1'-0"5 10" DIA HELICAL PILE WOOD STRINGERS 1-1/4
ROUND TUBE 1/4" DIAMOND PLATE TREADS, COLD FORMED 1-1/4 SQUARE TUBE 1" X 3/8" BAR 1/4" GALVANIZED DIAMOND PLATE DECK 9 A-402 9 A-40210A-402 Architects, Inc. 196 Pleasant Street, Suite
202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION
project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018
DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18
PERMIT ADENDUM 10/25/2018 ENLARGED RAMP AND BRIDGE A-402 RAMP LOWER LANDING 98'-6 1/8" 12 1 1 2 3 4 5 6 7 8 LEVEL 2 FINISHED FLOOR 101'-3 1/8" BOTTOM OF STEP LANDING @ GRADE 96'-2 3/4"
RAMP TOP LANDING 101'-0 1/8" SIDEWALK WITH 12" HONCH AT RAMP END 1/2" PLATE AT BASE OF RAMP, SPANS FRAMING TO SIDEWALK GALVANIZED STEEL GUARD 1/4" PLATE AT BASE OF RAMP, SPANS FRAMING
TO SIDEWALK RAMP & STAIR @ 2ND FLOOR ENTRY - SECTION Scale: 1/4" = 1'-0"4 19'-11 1/2" 9'-0 1/2" 4'-10 1/2" 1'-7 1/2"9'-10" 8'-2" 5 A-402 6 A-402 FF 1 2 3 4 5 6 7 8 H ENTRY RAMP ELEVATION
Scale: 1/4" = 1'-0"2 8 A-402 ep pnrfnce back face face end back end face back back face cl arbor cl arbor ep ep bottom of block @bldg 96 .23 98 .19 97 .95 96 .15 96 .97 97 .94 98 .59
98 .57 98 .46 98 .39 98 .12 97 .88 97 .21 96 .91 102 .10 1503 1513 1520 1521 1522 1523 1528 1529 1530 1531 1533 1534 1622 1623 1626 ep 1205 UP UP WOOD BENCH BOOKSHELF BOOKCASE 42"H
COUNTER LEVEL 2 ENTRY RAMP Scale: 1/4" = 1'-0"1 9'-0" 30'-0" 12'-0" 5'-0" 7'-7" 7'-1" CONCRETE SIDEWALK PAD CONCRETE SIDEWALK PAD GALVANIZED DIAMOND PLATE DECKING 1'-0" 2'-3" 7" 2'-9
1/4" 3'-6" 2'-8 3/4" 3'-6 3/4" EAST FACADE LINE OF STONE RETAINING WALL BELOW LINE OF NEW METAL FENCE, BY OTHERS HATCHED LINE INDICATES SEAM IN DIAMOND PLATE PANELS LINE OF STONE RETAINING
WALL BELOW LINE OF NEW METAL FENCE, BY OTHERS 9'-2" 3'-1" TROWELED E.J. ± 60" O.C. 7'-0 3/8" 2 A-400 4 A-402 4 A-402 7 A-402 7 A-402 CROSS SECTION AT RAMP Scale: 1" = 1'-0"7 GRADE HELICAL
PILE 5/4 MAHOGANY DECKING (2) PT STRUT SKIRT FRAME, 24" O.C. PT 2X4 KICKER 36" O.C. PT DOUBLE 2X10 PT 2X10 JOISTS PT BLOCKING PT NAILER 1/4" DIAMOND PLATE GUARD 1'-6" 2'-10" 8 3/4"
1" 9" 11 3/4" 3'-6" POWER HEAD WOOD 2.5" SELF TAPPING STAIR TREAD SECTION Scale: 3" = 1'-0"10 73° 3 5/8" 1 1/8" 1'-0 5/8" 1/4" Ø1" Ø1" 5" 1 1/4" STEEL DECK PT FRAMING TYPICAL TREAD
PT STRINGER POWER HEAD WOOD 2.5" SELF TAPPING RAMP @ SIDEWALK Scale: 1" = 1'-0"6 CONCRETE SIDE WALK PAD LINE OF GRADE 12" HONCH @ RAMP BASE 6" COMPACTED GRAVEL BASE 1/2" DIAMOND PLATE
RAMP SECTION FORM SIDEWALK TO RECEIVE RAMP CORE SIDEWALK TO RECEIVE POST UNDISTURBED SOIL 2'-6" 1/2" 1'-0" 6" ±12" O.C.2X10 24'-8" 8'-11"7'-0" EQ. EQ. EQ . EQ . ±16" O.C.2X10 HELICAL
PILE BELOW, TYPICAL 1/2" THROUGH BOLT LEDGER TO WALL PITCH FRAMING AWAY FROM WALL 1/8":12' 0" STRINGERS ±12" O.C.2X12 7'-9" 5'-0" DASHED LINE INDICATES EXTENT OF WOOD SKIRT, SEE DRAWING
7 THIS PAGE ENTRY RAMP FRAMING PLAN Scale: 1/4" = 1'-0"3 ENLARGED ELEVATION @ GUARD Scale: 1 1/2" = 1'-0"8 1/2" X 1" BAR 1/2" X 1 - 1/2" BAR 1 - 1/2" X 1 - 1/2" BAR 3 1/4" - TYP. PREDRILL
FOR 3" SDS SCREWS 2 3/4" 2 3/4" 1 3/8"1 1/2" DIAMOND PLATE HAND RAIL BEYOND STEP RAIL SECTION Scale: 2" = 1'-0"9 STRINGER SKIRT FRAME, RAILING SUPPORT DIAMOND PLATE TREADS, COLD FORMED
DIAMOND PLATE RAILING & GUARD BASE, COLD FORMED GUARD SKIRT RAIL GUARD TOP BAR 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitect
s.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton,
MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18
PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 DETAILS A-500 FINISH FLOOR - SEE FINISH SCHEDULE
3/4" T&G SUBFLOOR 2X4 SLEEPERS ON FLATS, 16" O.C., SHIM AS REQUIRED TO LEVEL FLOOR 1-1/2" SOUND ATTENUATING BATT INSUL 1/2" HOMASOTE 440 SOUNDBARRIER VAPOR BARRIER EXISTING FINISHED
FLOOR EXISTING SUBFLOOR EXISTING FRAMING EXISTING 3/4" PLASTER & LATH EXISTING FINISHED FLOOR EXISTING SUBFLOOR EXISTING FRAMING EXISTING 3/4" PLASTER & LATH 9 1/2" 1 1/2" 7 1/4" 3/4"
1'-0 3/4" 1 1/2" 7 1/4" 3/4"3 1/4" PLASTER REPAIR GENERAL NOTES: USE READY-MIX BASE-COAT PLASTER FOR PATCHING, ESPECIALLY WHERE HOLES UP TO 2" DIAMETER NEED TO BE FILLED. FOR SURFACE
REPAIRS USE A "HIGH GAUGE" LIME PUTTY (50 PERCENT LIME; 50 PERCENT GAUGING PLASTER) FINE CRACKS CAN BE FILLED WITH AN ALL-PURPOSE DRYWALL JOINT COMPOUND. FOR BRIDGING LARGER CRACKS
USE FIBERGLASS TAPE AND A "QUICKSETTING" JOINT COMPOUND WITH A FAST DRYING TIME—60, 90, OR 120 MINUTES. QUICK-SETTING JOINT COMPOUND DRIES BECAUSE OF A CHEMICAL REACTION, NOT BECAUSE
OF WATER EVAPORATION. ALL-PURPOSE POINT COMPOUND SHOULD BE USED AS THE FINAL COAT PRIOR TO SANDING. WHEN USING A LIME FINISH COAT FOR ANY REPAIR, WAIT LONGER TO PAINT, OR USE AN ALKALINE-RESISTANT
PRIMER. REPLASTERING OVER NEW METAL LATH GALVANIZED METAL LATH IS THE MOST RELIABLE IN TERMS OF LONGEVITY, STABILITY, AND PROPER KEYING. WHEN LATHING OVER OPEN JOISTS, COVER THE JOISTS
WITH KRAFT PAPER OR A POLYETHYLENE VAPOR BARRIER. THREE COATS OF WET PLASTER ARE APPLIED CONSECUTIVELY TO FORM A SOLID, MONOLITHIC UNIT WITH THE LATH. THE SCRATCH COAT KEYS INTO THE
METAL LATH; THE SECOND, OR BROWN, COAT BONDS TO THE SCRATCH COAT AND BUILDS THE THICKNESS; THE THIRD, OR FINISH COAT, CONSISTS OF LIME PUTTY AND GAUGING PLASTER. SEE DRAWING # 2 THIS
PAGE FOR FLOOR TYPICAL FLOORING ASSEMBLY VAPOR BARRIER NEW SUBFLOOR RIP NEW FRAMING TO MATCH HEIGHT OF SUBFLOOR & CEILING 1'-0 3/4" 9" 1/2"3 1/4" V.I.F.8 1/4" CEILING MEMBRANE FOR 1
HOUR FIRE RESISTANCE - IBC 2015 TABLE 721.1 (3) 1/2" TYPE X GWB NAILED TO JOISTS W/ 5D COOLER OR WALLBOARD NAILS AT 6" O.C. END JOINTS OF GWB CENTERED ON JOISTS MASS LOADED VINYL, 1/16",
LAP & TAPE SEAMS PROPOSED 2ND FLOOR DECK ASSEMBLY Scale: 3" = 1'-0"2 EXISTING 2ND FLOOR DECK ASSEMBLY Scale: 3" = 1'-0"1 PROPOSED 2ND FLOOR DECK ASSEMBLY @ INFILL Scale: 3" = 1'-0"3
5 1/2" EXISTING RISERS WALL BEYOND REMOVE EXISTING STAIR NOSINGS - TYPICAL BOTH STEPS EXISTING CONCRETE STAIR TO REMAIN 5 3/4" BREWERY ROOM STAIR DEMOLITION DETAIL Scale: 1 1/2" = 1'-0"4
NEW CONCRETE FLOOR SLOPED TO DRAIN POURED OVER EXISTING SLAB NEW WOODEN RAMP, ALIGN TOP TO FINISH FLOOR TRANSITION STRIP 3'-7 1/2" 5 1/2" 12 1.5 BREWERY ROOM RAMP Scale: 1 1/2" = 1'-0"5
SECTION DETAIL AT GABLE ROOF TO FLAT ROOF CONNECTION Scale: 1 1/2" = 1'-0"6 CLOSED CELL SPRAYFOAM INSUL MIN R30 LAP SPRAYFOAM INSUL MIN 12" BEYOND TOP FACE OF ROOFING MEMBRANE 1/2"
GWB INSULATION DAM CRIPPLE WALL & BLOCKING PER STRUCTURAL INTUMESCENT COATING TO PROTECT FROM FLASH FLOOR DECK PER STRUCTURAL FILL CAVITY WITH BATT INSULATOIN (2) 1/2" GWB (2) 1/2"
GWB TRIM BACK RAFTER TAILS TO ALLOW FOR CONTINUOUS GWB SHEATHING MIN R30 SPRAYFOAM INSUL ROOF SHEATHING ROOF INSULATION ROOF MEMBRANE FRAMING BLOCKING 6" max AIR SPACE STRAPPING 1/2"
GWB EXISTING BRICK WALL 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH
OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked
By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET MILLWORK SECTIONS AND DETAILS A-500 6" RUBBER
BASE - BOTH SIDES 1X HARDWOOD EDGING - FLUSH WITH TOP OF COUNTER 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 6" 6" FINISH FLOOR - SEE SCHEDULE 2'-10 1/2" 3'-6" 1 1/2" 1'-6 3/8"
2X4 FRAMING 16" ON CENTER 3/4" PLYWOOD 3/4" HARDWOOD VENEER PLYWOOD WITH HARDWOOD EDGING ON (3) SIDES OF PANEL 5/8" GYPSUM WALL BOARD - PAINTED 5/4 HARDWOOD CAP 1'-0" 3/4" HARDWOOD
VENEER PLYWOOD 2'-6" 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 5/4 HARDWOOD CAP 3/4" HARDWOOD VENEER PLYWOOD PLYWOOD TO RETURN AROUND SHORT SIDE OF PRIVACY SCREEN 2X4 FRAMING
16" ON CENTER 6 3/4" 1'-6 1/2" 3/4" 6 1/4" 8 3/4" 1/2" HARDWOOD VENEER PLYWOOD ON OFFICE SIDE OF TRANSACTION COUNTER 4'-6" PRIVACY SCREEN SECTION HARDWOOD CAP BEYOND WOOD STUD AND GYPSUM
WALL BARD HALF WALL BEYOND 1'-0" HARDWOOD VENEER PLYWOOD SUPPORT LEG - 1/2" PLYWOOD CORE WITH 3/4" HARDWOOD VENEER PLYWOOD EACH SIDE AND HARDWOOD EDGING 5/8" GYPSUM WALL BOARD - PAINTED
5'-8" 8 3/4" TRANSACTION COUNTER SECTION Scale: 1 1/2" = 1'-0"1 2X4 FRAMING 16" ON CENTER 3/4" PLYWOOD 5/8" GYPSUM WALL BOARD - PAINTED 6" RUBBER BASE - BOTH SIDES 3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD EDGING ON (3) SIDES OF PANEL 1X HARDWOOD EDGING - FLUSH WITH TOP OF COUNTER 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 6" 6"2'-4 1/2" 3'-0" FINISH FLOOR
- SEE SCHEDULE 6" RUBBER BASE 1X HARDWOOD EDGING HARDWOOD VENEER PLYWOOD SUPPORT LEG - 1/2" PLYWOOD CORE WITH 3/4" HARDWOOD VENEER PLYWOOD EACH SIDE 5 5/8" 2'-6" WALL BEYOND 8" METAL
SUPPORT BRACKET 1'-6 3/8" ACCESSIBLE TRANSACTION COUNTER SECTION Scale: 1 1/2" = 1'-0"4 1X HARDWOOD EDGING - FLUSH WITH TOP OF COUNTER 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH
1X HARDWOOD EDGING HARDWOOD VENEER PLYWOOD SUPPORT LEG - 1/2" PLYWOOD CORE WITH 3/4" HARDWOOD VENEER PLYWOOD EACH SIDE 6" 2X6 BLOCKING AS REQUIRED 2'-8" 1 1/2" 3" 1x4 HARDWOOD BASE
FINISH FLOOR - SEE SCHEDULE 3 1/2" FACE OF EXISTING BRICK WALL 3'-6" 3X3 CONTINUOUS STEEL ANGLE 3/4" HARDWOOD VENEER PLYWOOD PRIVACY PANEL - SEE INTERIOR ELEVATION FOR LENGTH COMPUTER
WORKSTATION SECTION Scale: 1 1/2" = 1'-0"2 1X HARDWOOD EDGING - FLUSH WITH TOP OF COUNTER 1X FRAMING 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 1X HARDWOOD EDGING 6" 6"6" 3/4"
1x4 HARDWOOD BASE FINISH FLOOR - SEE SCHEDULE 3/4" HARDWOOD VENEER PLYWOOD PRIVACY PANEL - SEE INTERIOR ELEVATION FOR LENGTH 10" 3" 3" JAMB BEYOND 1X HARDWOOD EDGING 1'-9" FACE OF STOREFRONT
3/4" 3'-6" 3/4" 3X3 CONTINUOUS STEEL ANGLE - SPANS WINDOW OPENING HARDWOOD VENEER PLYWOOD SUPPORT LEG - 1/2" PLYWOOD CORE WITH 3/4" HARDWOOD VENEER PLYWOOD EACH SIDE 2'-8" COMPUTER
WORKSTATION AT WINDOW SECTION Scale: 1 1/2" = 1'-0"3 3'-0" 6" 1X HARDWOOD EDGING - FLUSH WITH TOP OF COUNTER 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 1X HARDWOOD EDGING HARDWOOD
VENEER PLYWOOD SUPPORT LEG - 1/2" PLYWOOD CORE WITH 3/4" HARDWOOD VENEER PLYWOOD EACH SIDE FINISH FLOOR - SEE SCHEDULE 2X6 BLOCKING AS REQUIRED 2X4 LEDGER 6" RUBBER BASE 1 1/2" ACCESSIBLE
TRANSACTION COUNTER AT WALL SECTION Scale: 1 1/2" = 1'-0"5 2X4 FRAMING 16" ON CENTER 3/4" PLYWOOD 5/8" GYPSUM WALL BOARD - PAINTED 6" RUBBER BASE - BOTH SIDES 3/4" HARDWOOD VENEER PLYWOOD
WITH HARDWOOD EDGING ON (3) SIDES OF PANEL 1X HARDWOOD EDGING - FLUSH WITH TOP OF COUNTER 3/4" PLYWOOD COUNTER WITH PLASTIC LAMINATE FINISH 6" 6" 1'-4 3/8" 2'-4 1/2" 3'-0" FINISH FLOOR
- SEE SCHEDULE 2'-4" 5 5/8" 2X4 LEDGER FASTENED TO STUD WALL ACCESSIBLE TRANSACTION COUNTER WALL LEDGER Scale: 1 1/2" = 1'-0"6 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton,
MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon
Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB
18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM
10/25/2018 ROOF DETAILS A-502 3'-9 7/8" 3'-9 7/8" 3'-9 7/8" GUTTER - SEE DETAIL ENTRANCE CANOPY VERTICAL REVEAL EQUALLY SPACED 3/4" MDO PANEL - PAINTED SEE ELEVATION FOR REVEAL LOCATIONS
11'-5 1/2" LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE EQUAL, TYPICALEQUAL , TYPICAL ENTRANCE CANOPY ELEVATION Scale: 1" = 1'-0"1 BREAK METAL RETURNS ON SIDE OF OVERHANG 114° 114° SIDE
ELEVATION ENTRANCE CANOPY SIDE ELEVATION Scale: 1" = 1'-0"2 VAPOR CONTROL BARRIER 2 LAYERS OF 2 1/2" RIGID INSULATION 1/4" PROTECTION BOARD ROOFING MEMBRANE EXISTING MASONRY WALL ALUMINUM
GUTTER 6" 5" 3/4" MDO BAORD PAINTED PANEL - SEE DETAIL FOR SEAM CONDITION 2X LADDER FRAMING BREAK METAL FASCIA WITH DRIP EDGE - PAINTED WOOD NAILER AND BLOCKING AS REQUIRED 3/4" PAINTED
MDO BOARD ROOF SHEATHING - SEE STRUCTURAL DRAWINGS CLOSED CELL FOAM INSULATION EXISTING ROOF STRUCTURE 2X BLOCKING AS REQUIRED EXTERIOR SEALANT 2 3/4" DRIP EDGE - FINISH TO MATCH VERTICAL
REVEALS 2" DOWNSPOUT 9" TYPICAL ROOF SOFFIT DETAIL Scale: 1" = 1'-0"7 ROOF SHEATHING - SEE STRUCTURAL DRAWINGS VAPOR CONTROL BARRIER 2 LAYERS OF 2 1/2" RIGID INSULATION 1/4" PROTECTION
BOARD ROOFING MEMBRANE CANT STRIP EXISTING ROOF STRUCTURE CURB CAP FLASHING MECHANICAL CURB Scale: 1" = 1'-0"6 3/4" MDO BAORD - PAINTED EXISTING WALL CONSTRUCTION EXTRUDED ALUMINUM
VERTICAL REVEAL TRIM 1/2" 3/4" FRIEZE REVEAL DETAIL Scale: Actual Size4 VAPOR CONTROL BARRIER 2 LAYERS OF 2 1/2" RIGID INSULATION 1/4" PROTECTION BOARD ROOFING MEMBRANE EXISTING MASONRY
WALL ALUMINUM GUTTER 5" 3/4" MDO BAORD PAINTED PANEL - SEE DETAIL FOR SEAM CONDITION 2X LADDER FRAMING BREAK METAL FASCIA WITH DRIP EDGE - PAINTED WOOD NAILER AND BLOCKING AS REQUIRED
3/4" PAINTED MDO BOARD ROOF SHEATHING - SEE STRUCTURAL DRAWINGS CLOSED CELL FOAM INSULATION EXISTING ROOF STRUCTURE 2X BLOCKING AS REQUIRED EXTERIOR SEALANT DRIP EDGE - FINISH TO MATCH
VERTICAL REVEALS 2" FACE OF WALL BELOW OVERHANG TAPERS BACK TO FACE OF BUILDING - SEE ROOF PLAN ROOFING MATERIAL GUTTER 1'-6" LARGE ROOF SOFFIT DETAIL Scale: 1" = 1'-0"5 LARGE ROOF
SOFFIT DETAIL Scale: 1" = 1'-0"10 5" EXISTING MASONRY WALL 2X BLOCKING AS REQUIRED DRIP EDGE - FINISH TO MATCH VERTICAL REVEALS 3/4" PAINTED MDO BOARD BREAK METAL FASCIA WITH DRIP EDGE
- PAINTED WOOD NAILER AND BLOCKING AS REQUIRED BLOCKING AS REQUIRED 2X FRAMING FASTENED TO EXITING ROOF STRUCTURE - ANGLE SAME AS SHALLOW OVERHANG 2'-5 7/8" 8 1/8" SECTEION ENTRANCE
CANOPY SECTION Scale: 1" = 1'-0"3 5" EXISTING MASONRY WALL AREA OF MASONRY WALL TO BE REBUILT - SEE STRUCTURAL DRAWINGS CONCRETE BOND BEAM - SEE STRUCTURAL DRAWINGS 5/4 X 12 BORAL TRIM
BOARD - PAINTED 1 X 6 BORAL TRIM BOARD - PAINTED BREAK METAL COPING CAP SLOPE TO DRAIN ROOF SIDE 1'-4" VAPOR CONTROL BARRIER 2 LAYERS OF 2 1/2" RIGID INSULATION 1/4" PROTECTION BOARD
ROOFING MEMBRANE ROOF SHEATHING - SEE STRUCTURAL DRAWINGS EXISTING ROOF STRUCTURE CANT STRIP (3) 2X6 PRESSURE TREATED WOOD NAILER 2X SLOPED BLOCKING CLOSED CELL SPRAY FOAM PARAPET DETAIL
Scale: 1" = 1'-0"8 2X8 PRESSURE TREATED SUB-FASCIA - SEE STRUCTURAL DRAWINGS REBUILD MASONRY CORBEL RAKE TO MATCH EXISTING - SEE STRUCTURAL DRAWINGS 1X8 BORAL TRIM BOARD - PAINTED DRIP
EDGE RAKE DETAIL Scale: 1" = 1'-0"9 5 NOTE: ROOF REPAIR UNDER SEPERATE PERMIT 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitect
s.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton,
MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18
PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 WINDOW AND DOOR SCHEDULES A-600 ~5'-8" V.I.F.
~3'-6" V.I.F. A 3'-7" V.I.F. 5'-3" V.I.F. VARIES V.I.F. VARIES V.I.F. 5'-8" V.I.F. 1'-7" V.I.F. B C E F 6'-0" 3'-6" G 8'-6 1/2" V.I.F. 8'-2" V.I.F. 8'-3" VERIFY IN FIELD 11'-0" 3'-0"
4'-11" 2'-3" 5'-5 1/2" 2'-2" H TEMPERED WINDOW ELEVATIONS Scale: 1/4" = 1'-0"3 Window Schedule Openings Window Data Mark Sash Operation RO Width RO Height Elevation
Mfr Model No. Comments 01 Fixed Glass 5'3" 4'0" C PARADIGM 02 Double Hung 3'6" 5'8" A PARADIGM 03 Double Hung 3'6" 5'8" A PARADIGM 04 Custom 3'6" 5'8" A PARADIGM 05 Double Hung 3'3"
5'8" A PARADIGM 06 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING STONE SILL TO BE SALVAGED 07 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING
STONE SILL TO BE SALVAGED 08 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING STONE SILL TO BE SALVAGED 09 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED 10 Double Hung 3'3" 5'8" A PARADIGM 11 Double Hung 3'3" 5'8" A PARADIGM 12 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING STONE
SILL TO BE SALVAGED 13 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING STONE SILL TO BE SALVAGED 14 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING
STONE SILL TO BE SALVAGED 15 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING STONE SILL TO BE SALVAGED 16 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED 17 Double Hung 1'7" 5'8" B PARADIGM AND REUSED IN NEW OPENING EXISTING STONE SILL TO BE SALVAGED 18 Double Hung 3'3" 5'8" A PARADIGM 19 Double Hung
3'6" 5'8" 21 Double Hung 3'6" 5'8" 29 Fixed Glass 2'6" 4'0" D PARADIGM 30 Fixed Glass 2'6" 4'0" D PARADIGM L01 Custom 2'7" 4'0" E LOUVER L02 Custom 2'7" 4'0" E LOUVER L03 Custom 2'7"
4'0" E LOUVER SF02 Fixed Glass 5'0" 7'9" D KAWNEER STOREFRONT SF03 Fixed Glass 3'4 3/4" 8'3" D KAWNEER STOREFRONT SF05 Custom --- 7'11" KAWNEER STOREFRONT NOTE: CONTRACTOR TO CONFIRM
WINDOW & DOOR OPENINGS IN THE FIELD, NOTIFY OWNER & ARCHITECT OF ANY DISCREPANCIES Door Schedule Level One Nominal Size Door Style Door Data Mark Width Height Thickness Elevation
Door Operation Slab Style Mfr Model No. Comments 11 2'8" 7'0" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate or eq. 12 9'0" 10'0" 1 3/4" DOverhead Solid 13 2'8" 6'8" 1 3/4" CSwing Simple
Solid 14 3'0" 6'8" 1 3/4" Swing Simple Solid Ives Pull w/ Plate or eq. 15 3'0" 6'8" 1 3/4" Swing Simple Solid 16 3'0" 6'8" 1 3/4" Swing Simple Solid 17 3'0" 7'0" 1 3/4" ASwing Simple
Solid Ives Pull w/ Plate or eq. 18 3'0" 7'0" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate or eq. 19 3'0" 7'0" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate or eq. 20 2'6" 7'0" 1 3/4"
Swing Simple Solid 21 2'8" 5'7" 1 3/4" ASwing Simple Solid 22 3'0" 7'0" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate or eq. 23 3'0" 6'8" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate
or eq. 24 3'0" 7'0" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate or eq. 25 3'0" 7'0" 1 3/4" ASwing Simple Solid Ives Pull w/ Plate or eq. SF01 6'10 1/2" 6'10" 1 3/4" ESwing Bi-part
Glass KAWNEER Ives Pull w/ Plate or eq. STOREFRONT FLOOR LINE INTERIOR JOINT SEALANT DOUBLE 2X6 SILL PLATE BASE PLAN 5/8" GYPSUM BOARD 2X6 FRAMING BATT SOUND INSULATION HEAD 2X6 FRAMING
INTERIOR JOINT SEALANT WALL TYPE: 1 WALL TYPE: 1A MOISTURE RESISTANT GYPSUM WALL BOARD ON BATHROOM/MOP SINK SIDE FLOOR LINE INTERIOR JOINT SEALANT DOUBLE 2X4 SILL PLATE BASE PLAN 5/8"
GYPSUM BOARD 2X4 FRAMING BATT SOUND INSULATION HEAD 2X4 FRAMING INTERIOR JOINT SEALANT WALL TYPE: 2 FLOOR LINE DOUBLE 2X4 SILL PLATE BASE PLAN 5/8" MOISTURE RESISTANT GYPSUM BOARD 2X4
FRAMING BATT SOUND INSULATION HEAD 2X4 FRAMING INTERIOR JOINT SEALANT WALL TYPE: 3 INTERIOR JOINT SEALANT DOUBLE 2X4 SILL PLATE 5/8" MOISTURE RESISTANT GYPSUM BOARD 2X4 FRAMING BATT
SOUND INSULATION 2X4 FRAMING INTERIOR JOINT SEALANT WALL TILE - SEE FINISH SCHEDULE 1/2" TILE BACKER BOARD WALL TYPE: 2A MOISTURE RESISTANT GYPSUM WALL BOARD ON BATHROOM/MOP SINK SIDE
PARTITION TYPES Scale: 1 1/2" = 1'-0"1 9'-9" 8'-9 3/4" A VARIES - SEE SCHEDULE VARIES B C D DOOR ELEVATIONS Scale: 1/4" = 1'-0"2 8'-1 1/2" 7'-4 1/2" 8'-1 3/4" E STOREFRONT ELEVATIONS
Scale: 1/4" = 1'-0"4 5 D VARIES V.I.F. VARIES V.I.F. 7'-2" G TEMPERED 8'-2" 3'-8" J Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchit
ects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton,
MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET Architects,
Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev
Date Description INTERIOR RENOVATION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project
North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 10/24/2018 1 10/24/18 PERMIT SET WINDOW AND DOOR SCHEDULES A-600 INTERIOR JOINT SEALANT BATT SOUND INSULATION
INTERIOR JOINT SEALANT FLOOR LINE INTERIOR JOINT SEALANT DOUBLE 2X4 SILL PLATE BASE PLAN 5/8" GYPSUM BOARD 2X4 FRAMING BATT SOUND INSULATION HEAD 2X4 FRAMING INTERIOR JOINT SEALANT
WALL TYPE: 2 WALL TYPE: 2A MOISTURE RESISTANT GYPSUM WALL BOARD ON BATHROOM/MOP SINK SIDE PARTITION TYPES Scale: 1 1/2" = 1'-0"1 A VARIES - SEE SCHEDULE VARIES DOOR ELEVATIONS Scale:
1/4" = 1'-0"2 7'-2" 6'-4" TEMPERED H 3'-0" 2'-6" FLOOR LINE BASE PLAN HEAD INTERIOR JOINT SEALANT WALL TYPE: 4 2 HOUR SHAFT WALL ULU415 SYSTEM B (2) 1/2" GYPSUM BOARD 1" GYPSUM BOARD
4" "CH" STUDS STEEL TRACK STEEL TRACK UNDERSIDE OF ROOF DECK CONTINUE SHAFT LINER TO TOP OF ROOFING CURB CONTINUE SHAFT WALL LINER TO CEILING BELOW, MUD AND TAPE INTO DIAPHRAGM Door
Schedule Level 2 Nominal Size Door Style Door Data Mark Width Height Thickness Elevation Door Operation Slab Style Mfr Model No. Accessories Comments 201 3'0" 7'0" 1 3/4" ASwing
Simple Solid 202 3'0" 7'0" 1 3/4" ASwing Simple Solid 203 3'6" 7'0" 1 3/4" ASwing Simple Solid 204 3'0" 7'0" 1 3/4" ASwing Simple Solid 205 2'0" 7'0" 1 3/4" ASwing Simple Solid 206
3'0" 7'0" 1 3/4" ASwing Simple Solid 207 3'0" 7'0" 1 3/4" ASwing Simple Solid 208 3'0" 7'0" 1 3/4" ASwing Simple Solid 209 2'6" 7'0" 1 3/4" ASwing Simple Solid 210 3'0" 7'0" 1 3/4"
ASwing Simple Solid 211 3'0" 7'0" 1 3/4" ASwing Simple Solid 212 3'0" 7'0" 1 3/4" ASwing Simple Solid 213 2'8" 7'0" 1 3/4" ASwing Simple Solid 214 3'0" 7'0" 1 3/4" ASwing Simple Solid
215 3'0" 7'0" 1 3/4" ASwing Simple Solid 216 3'0" 7'0" 1 3/4" ASwing Simple Solid 217 3'0" 7'0" 1 3/4" ASwing Simple Solid 218 3'0" 7'0" 1 3/4" ASwing Simple Solid SF06 3'0" 7'0" 1
3/4" HSwing Simple Solid KAWNEER STOREFRONT SF07 3'4" 8'0" 1 3/4" JSwing Simple Solid KAWNEER STOREFRONT Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060
413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust
Heldon Realty Trust 9 Pearl Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED
1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 WINDOW
AND STOREFRONT DETAILS A-601 PVC SILL PARADIGM DOUBLE HUNG WINDOW SKU: NC8300-DH S WITH STANDARD 908 CASING 9 1/4" V.I.F. 3/4" PRESSURE TREATED BLOCKING AS REQUIRED 1X10 FINISH TRIM
VERIFY SIZE REQUIRED IN FIELD TO CONCEAL BLOCKING AND EXISTING SILL CAVITY INTERIOR SEALANT 5/4 HARDWOOD SILL PRESSURE TREATED 2X FRAMING 3/4" PLYWOOD SELF ADHEARING FLASHING EXISTING
STONE SILL EXISTING MASONRY WALL WOOD TRIM BEYOND TYPICAL FIRST FLOOR WINDOW HEAD AND SILL DETAILS Scale: 3" = 1'-0"1 1X4 FINISH TRIM PAINTED 5/8" GWB - PAINTED 3/8" MORTAR BED 1/2"
PVC BEADBOARD WITH VERTICAL ORIENTATION - PAINTED 1/2" VERTICAL STRAPPING 16" ON CENTER WEATHER BARRIER 3/4" PRESSURE TREATED PLYWOOD SHEATHING CLOSED CELL SPRAY FOAM INSULATION TO
ACHEIVE MINIMUM R-VALUE OF XX 8/4X6 PVC TRIM SELF ADHERING FLASHING 2X6 PRESSURE TREATED DOUBLE SILL PLATE FASTENED TO MASONRY SILL WITH ANCHOR BOLT FLASHING SELF ADHERING FLASHING
SILL TO ALIGN WITH ADJACENT VERIFY IN FIELD 2X6 DOUBLE TOP PLATE SELF ADHERING FLASHING 5/4 HARDWOOD SILL 3/4" INTERIOR SEALANT MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND
PAINTED EXTERIOR SEALANT AND BACKER ROD - WEEPS 12" ON CENTER SHIM AS REQUIRED FLASHING CONTINUOUS BEAD OF SEALANT PRESSURE TREATED BLOCKING 6" CMU SILL - FILLED SOLID 6 5/8" 5/4 RABBETED
PVC TRIM - PAINTED PVC TRIM BEYOND 3/4" PLYWOOD 2X6 STUDS 2X6 DOUBLE TOP PLATE 2X6 DOUBLE SILL PLATE 5/8" EXISTING SLAB 2 1/2" 2" EXISTING GRADE PEARL STREET OPENING DETAILS Scale:
3" = 1'-0"3 EXISTING MASONRY WALL MASONRY UNIT INFILL - UNIT SIZE AND COURSING TO MATCH ADJACENT STEEL LINTEL - SEE STRUCTURAL DRAWINGS FOR SIZING AND DETAILS 9 3/4" V.I.F. FLASHING
INTERIOR SEALANT EXTERIOR SEALANT AND BACKER ROD BASIS OF DESIGN: KAWNEER TRIFAB VG 451 BACK SET - BLACK FRAMES SHIM AS REQUIRED MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND
LEFT EXPOSED EXTERIORINTERIOR 8'-3" VERIFY IN FIELD 2" 5" SILL TO ALIGN WITH ADJACENT VERIFY IN FIELD SELF ADHERING FLASHING 5/4 HARDWOOD SILL INTERIOR SEALANT MASONRY JAMB TO BE REPAIRED
AS REQUIRED, CLEANED, AND PAINTED SHIM AS REQUIRED 6 5/8" 4/4 PVC TRIM BOARD - PAINTED 1/2" VERTICAL STRAPPING 16" ON CENTER WEATHER BARRIER 3/4" PRESSURE TREATED PLYWOOD SHEATHING
2X6 PRESSURE TREATED DOUBLE SILL PLATE SELF ADHERING FLASHING EXTERIOR SEALANT AND BACKER ROD - WEEPS 12" ON CENTER FLASHING SELF ADHERING FLASHING EXTERIOR SEALANT AND BACKER ROD FLASHING
EXISTING STONE THRESHOLD EXISTING MASONRY WALL EXISTING GRADE 1X4 FINISH TRIM - PAINTED 5/8" GWB - PAINTED 2X6 DOUBLE TOP PLATE 3/4" PLYWOOD 2X6 STUDS - 2X4 STUDS AT EXISTING STONE
THESHOLD AS REQUIRED 2X6 DOUBLE TOP PLATE 2X6 DOUBLE SILL PLATE EXISTING SLAB CLOSED CELL SPRAY FOAM INSULATION TO ACHEIVE MINIMUM R-VALUE OF XX 3/4" PEARL STREET OPENING WITH THRESHOLD
DETAILS Scale: 3" = 1'-0"5 EXTERIORINTERIOR INTERIOR SEALANT EXTERIOR SEALANT AND BACKER ROD BASIS OF DESIGN: KAWNEER TRIFAB VG 451 BACK SET - BLACK FRAMES SHIM AS REQUIRED MASONRY
JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND LEFT EXPOSED EXISTING MASONRY WALL 4/4 PVC TRIM - SCRIBE TO MATCH ARCHED MASONRY OPENING EXTERIOR SEALANT SELF ADHEARING FLASHING PRESSURE
TREATED 3/4" PLYWOOD 3/4" PLYWOOD PRESSURE TREATED 2X6 FRAMING 1X FINISH TRIM - SCRIBE TO MATCH ARCHED MASONRY OPENING 2X6 FRAMING INTERIOR SEALANT EXISTING MASONRY WALL BACKER ROD
AND SEALANT BASIS OF DESIGN: KAWNEER TRIFAB VG 451 BACK SET - BLACK FRAMES SHIM AS REQUIRED SEALANT HARDWOOD SILL BELOW MASONRY JAMB TO BE REPAIRED, CLEANED, AND PREPARED FOR PAINT
MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND LEFT EXPOSED EXTERIORINTERIOR STOREFRONT JAMB DETAIL Scale: 3" = 1'-0"4 4/4 PVC TRIM - SCRIBE TO MATCH ARCHED MASONRY OPENING EXTERIOR
SEALANT SELF ADHEARING FLASHING EXTERIOR SEALANT AND BACKER ROD MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED PRESSURE TREATED 3/4" PLYWOOD 1/2" PLYWOOD PRESSURE TREATED
2X FRAMING 1X FINISH TRIM 6" 2X FRAMING 2X FRAMING INTERIOR SEALANT EXISTING MASONRY WALL EXTERIORINTERIOR EXISTING STONE SILL EXISTING MASONRY WALL EXTERIOR SEALANT AND BACKER ROD
PRESSURE TREATED 2X FRAMING 2X FRAMING SEALANT 1X FINISH TRIM HARDWOOD SILL 6" EXTERIORINTERIOR SELF ADHERING FLASHING PARADIGM DOUBLE HUNG WINDOW SKU: NC8300-DH S WITH STANDARD 908
CASING TYPICAL FIRST FLOOR WINDOW JAMB DETAIL Scale: 3" = 1'-0"2 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com
REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton,
MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18
PERMIT SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 WINDOW & WALL DETAILS A-602 PVC SILL PARADIGM
DOUBLE HUNG WINDOW SKU: NC8300-DH S WITH STANDARD 908 CASING INTERIOR SEALANT 5/4 HARDWOOD SILL - 1/4" RABBET RETURN 3/4" PLYWOOD SELF ADHEARING FLASHING EXISTING STONE SILL GYPSUM
JAMB BEYOND 3/4" PRESSURE TREATED 2X FRAMING 5/8" GYPSUM BOARD PAINTED BLOWN-IN INSULATION 2X4 FRAMING 2" 1 3/4" EXISTING MASONRY WALL PRESSURE TREATED BLOCKING AS REQUIRED TYPICAL
SECOND FLOOR WINDOW & WALL DETAIL Scale: 3" = 1'-0"1 4/4 PVC TRIM - SCRIBE TO MATCH ARCHED MASONRY OPENING EXTERIOR SEALANT SELF ADHEARING FLASHING EXTERIOR SEALANT AND BACKER ROD MASONRY
JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED EXTERIORINTERIOR 2X4 FRAMING EXISTING MASONRY WALL PRESSURE TREATED 3/4" PLYWOOD 2X FRAMING 2X FRAMING 5/8" GYPSUM BOARD PAINTED
1/2" PRESSURE TREATED PLYWOOD 1/2" PLYWOOD BLOWN-IN INSULATION EXISTING STONE SILL EXTERIOR SEALANT AND BACKER ROD HARDWOOD SILL EXTERIORINTERIOR SELF ADHERING FLASHING 2X4 FRAMING
EXISTING MASONRY WALL 2X FRAMING 5/8" GYPSUM BOARD - PAINTED 2" PRESSURE TREATED 2X FRAMING BLOWN-IN INSULATION 3 1/2" 8"6 1/8" TYPICAL SECOND FLOOR WINDOW JAMB DETAIL Scale: 3" = 1'-0"2
PRESSURE TREATED BLOCKING AS REQUIRED PRESSURE TREATED 2X6 FRAMING FLASHING EXISTING MASONRY WALL EXISTING STONE SILL SELF ADHEARING FLASHING SEE LOUVER MANUFACTURER'S INSTRUCTIONS
FOR INSTALATION REQUIERMENTS INSECT SCREEN STATIONARY ALUMINUM LOUVER PVC TRIM BEYOND LOUVER HEAD AND SILL DETAILS Scale: 3" = 1'-0"3 EXTERIORINTERIOR 4/4 PVC TRIM - SCRIBE TO MATCH
ARCHED MASONRY OPENING EXTERIOR SEALANT SELF ADHEARING FLASHING EXTERIOR SEALANT AND BACKER ROD MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED EXISTING MASONRY WALL PRESSURE
TREATED 2X FRAMING PRESSURE TREATED 3/4" PLYWOOD 3/4" PLYWOOD 2X FRAMING EXTERIORINTERIOR 8/4 PVC TRIM EXTERIOR SEALANT EXTERIOR SEALANT AND BACKER ROD EXISTING MASONRY WALL PRESSURE
TREATED 2X FRAMING PRESSURE TREATED 3/4" PLYWOOD 2X FRAMING SELF ADHEARING FLASHING SEE LOUVER MANUFACTURER' S INSTRUCTIONS FOR INSTALATION REQUIERMENTS STATIONARY ALUMINUM LOUVER INSECT
SCREEN MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED LOUVER JAMB DETAIL Scale: 3" = 1'-0"4 EXTERIORINTERIOR 4/4 PVC TRIM - SCRIBE TO MATCH ARCHED MASONRY OPENING EXTERIOR
SEALANT SELF ADHEARING FLASHING EXTERIOR SEALANT AND BACKER ROD MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED PRESSURE TREATED 3/4" PLYWOOD 2X4 FRAMING EXISTING MASONRY
WALL PRESSURE TREATED 3/4" PLYWOOD 5/8" GYPSUM BOARD - PAINTED EXISTING AIR SPACE INTERIOR SEALANT 5/4 HARDWOOD SILL 1/4" RABBET RETURN 3/4" PLYWOOD EXISTING MASONRY WALL GYPSUM JAMB
BEYOND 5/8" GYPSUM BOARD - PAINTED BLOWN-IN INSULATION PRESSURE TREATED 1/2" PLYWOOD 2X4 FRAMING PVC SILL PARADIGM DOUBLE HUNG WINDOW SKU: NC8300-DH S WITH STANDARD 908 CASING SELF
ADHEARING FLASHING EXISTING STONE SILL RELOCATED TO NEW SILL HEIGHT AT ENLARGED MASONRY OPENING PRESSURE TREATED 2X FRAMING BLOWN-IN INSULATION 2" 2" FLASHING WITH DRIP EDGE 1'-0 1/4"
VERIFY IN FIELD 1" 2X6 FRAMING 3 1/2" 6 1/8" 3/4" WINDOW AT ENLARGED OPENING HEAD AND SILL DETAILS Scale: 3" = 1'-0"7 EXTERIORINTERIOR STONE SILL EXTERIOR SEALANT AND BACKER ROD HARDWOOD
SILL SELF ADHERING FLASHING 2X4 FRAMING EXISTING MASONRY WALL PRESSURE TREATED 3/4" PLYWOOD 2X FRAMING 5/8" GYPSUM BOARD - PAINTED BLOWN-IN INSULATION 2"3 1/2" 6 1/8" 1'-0 1/4" VERIFY
IN FIELD WINDOW AT ENLARGED OPENING JAMB DETAIL Scale: 3" = 1'-0"8 PARADIGM DOUBLE HUNG WINDOW SKU: NC8300-DH S WITH STANDARD 908 CASING INTERIOR SEALANT 5/4 HARDWOOD SILL - 1/4" RABBET
RETURN GYPSUM JAMB BEYOND EXTERIORINTERIOR 5/8" GYPSUM BOARD PAINTED BLOWN-IN INSULATION 2X4 FRAMING MASONRY WALL 2X4 FRAMING 3/4" PRESSURE TREATED PLYWOOD 5/8" GYPSUM BOARD PAINTED
1" 1/2" PRESSURE TREATED PLYWOOD LINTEL - SEE STRUCTURAL DRAWINGS EXTERIOR SEALANT AND BACKER ROD SELF ADHEARING FLASHING MASONRY UNIT SILL FLASHING WITH DRIP EDGE PVC SILL SELF ADHEARING
FLASHING PRESSURE TREATED 2X FRAMING AS REQUIRED MASONRY WALL 2" 2" 1 3/4" 3/4" PLYWOOD 3 1/2" 6 1/8" 8" BLOWN-IN INSULATION 3/4" WINDOW AT NEW OPENING HEAD AND SILL DETAILS Scale:
3" = 1'-0"5 MASONRY UNIT SILL EXTERIOR SEALANT AND BACKER ROD HARDWOOD SILL EXTERIORINTERIOR SELF ADHERING FLASHING 2X4 FRAMING MASONRY WALL 2X FRAMING 5/8" GYPSUM BOARD PAINTED 3/4"
PRESSURE TREATED PLYWOOD PRESSURE TREATED 2X FRAMING 2"3 1/2" 6 1/8" 8" BLOWN-IN INSULATION WINDOW AT NEW OPENING JAMB DETAIL Scale: 3" = 1'-0"6 SEAL TOP OF WALL & JOIST BAYS WITH MIN
R38 SPRAYFOAM ROOF ASSEMBLY PER STRUCTURAL 1/2" GWB SMART VAPOR BARRIER, DRY TO INSIDE WOOD 2X4 STUDS, SET 2" OFF EXTERIOR WALL BLOWN IN INSULATION EXISTING MASONRY WALL NON PERMIABLE
EXTERIOR PAINT TYPICAL EXTERIOR WALL ASSEMBLY 5 Architects, Inc. 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED
ARCHITECT, COMMONWEALTH OF MASSACHUSETTS THOMAS DOUGLAS Rev Date Description INTERIOR DEMOLITION project Heldon Realty Trust Heldon Realty Trust 9 Pearl Street Northampton, MA 01060
Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North Sheet Title Scale: ##/##/2018 DB, JBS DB 18-010 AS NOTED 1 05/2/18 DEMO PERMIT 2 05/23/18 PERMIT
SET 3 07/20/18 PHASE 2 PRICING SET 4 10/12/18 PHASE 3 PRICING SET 5 10/25/18 PERMIT ADENDUM 10/25/2018 DOOR DETAILS A-603 MASONRY JAMB TO BE REPAIRED AS REQUIRED,
CLEANED, AND PAINTED 4/4 PVC TRIMBOARD WEATHER STRIPPING RAYNOR ASPEN COMMERCIAL OVERHEAD DOOR - SEE SCHEDULE EXISTING MASONRY WALL PRESSURE TREATED 2X6 FRAMING - SEE MANUFACTURER'S
INSTRUCTIONS FOR DETAILS 5/8" GYPSUM BOARD - SEE ENLARGED PLAN FOR PARTION TYPE 9'-2" 2" 8'-10" AIRLOCK DOORS JAMB DETAILS Scale: 3" = 1'-0"1 12'-0" EXISTING MASONRY OPENING 3/4" PLYWOOD
SHEATHING EXTERIOR SEALANT 4/4 PVC TRIM BOARD HOLLOW METAL DOOR AND FRAME - SEE SCHEDULE 2X PRESSURE TREATED FRAMING AS REQUIRED 7" PRESSURE TREATED 2X6 FRAMING - SEE MANUFACTURER'S
INSTRUCTIONS FOR DETAILS 2" 2'-5" 2X8 FRAMING DOOR SWING MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED EXISTING MASONRY WALL 5/8" GYPSUM BOARD - SEE ENLARGED PLAN FOR
PARTION TYPE OVERHEAD DOOR HEAD AND THRESHOLD DETAILS Scale: 3" = 1'-0"3 MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED 4/4 PVC TRIMBOARD PRESSURE TREATED 2X8 FRAMING
- SEE MANUFACTURER'S INSTRUCTIONS FOR DETAILS OVERHEAD DOOR TRACK - SEE MANUFACTURER'S INSTRUCTIONS FOR DETAILS 11 5/8" 1'-3" HOLLOW METAL DOOR AND FRAME - SEE SCHEDULE ALUMINUM THRESHOLD
1/2" DIAMOND PLATE ON PT SLEEPERS DOOR SWING PEDESTRIAN DOOR THRESHOLD AND HEAD DETAILS Scale: 3" = 1'-0"2 HOLLOW METAL TRANSOM - SEE SCHEDULE EXTERIOR SEALANT PRESSURE TREATED BLOCKING
AS REQUIRED MASONRY JAMB TO BE REPAIRED AS REQUIRED, CLEANED, AND PAINTED 2X PRESSURE TREATED FRAMING AS REQUIRED 5/4 WOOD TRIM - PAINTED INTERIOR SEALANT EXISTING MASONRY WALL WOOD
TRIM BEYOND 5
__MACOSX/._9 Pearl St_PERMIT ADDENDUM.pdf
HELDON REALTY TRUST #9 PEARL STREET 2015 I.E.B.C. REVIEW 7.26.18.pdf
__MACOSX/._HELDON REALTY TRUST #9 PEARL STREET 2015 I.E.B.C. REVIEW 7.26.18.pdf
#9 PEARL STREET NORTHAMPTON MA STRUCTURAL DRAWINGS 9.6.18.pdf
PARTIAL SECOND FLOOR FRAMING PLAN SCALE: 3 16" = 1'-0"1. See General Notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. HELDON REALTY
TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5 1 S0 EXISTING ROOF FRAMING PLAN WITH REINFORCING SCALE: 3 16" = 1'-0"
HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5 1 S2 1. See General Notes on sheet S3. 2.Coordinate all
dimensions, elevations and openings with Architectural drawings. 3.Masonry repair shall be performed before epoxy anchor installation. 4.Provide (1) H2.5a clip at ea. rafter to beam
below, unless noted otherwise (U.N.O.) 5.Posts and columns are shown below. 6.New window openings shall be cut on existing grout lines. Do not over cut wall. 7.Install new window opening
reinforcing as depicted in detail 2/Sk3. EXISTING GABLE ROOF SECTION W/ REINFORCEMENT SCALE: 1 2" = 1'-0"1.See the General Structural Notes on this sheet. 2.Coordinate all dimensions,
elevations and openings with Architectural drawings. 3.New steel channels shall be continuous. HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN 5 1 S3 GENERAL STRUCTURAL NOTES: DESIGN LIVE LOADS: 2015 I.B.C. and Commonwealth of Massachusetts, 9th Edition Amendments *Roof Dead Load: D.L. =
20 psf + 5 psf for Photo Voltaic Array *Roof uniform Live Load: L.L. = 20 psf *Snow Pg = 40 psf, Pf min = 35 psf Is = 1.0 Pf min = 35 psf *Wind: Vult = 117 mph, exposure C *Seismic:
* Risk Category: II Ss = .171 S1 = .066 Sds = .182 Sd1 = .106 Site Class D Seismic deign category "B" DESIGN CODES: *American Institute of Steel Construction (AISC) * American Concrete
Institute (ACI) *Concrete Reinforcing Steel Institute (CRSI) *National Design Standard for wood construction (N.D.S.) EXISTING CLAY MASONRY: The masonry contractor shall review and
document areas of suspected clay masonry wall wythe delaminating. Look for portions of bulging walls and popped header bricks. Also sounding of interior and exterior wythes. Delaminated
area shall be repaired "DRYFIX HELIFIX" Tie system. Provide 1 Tie per 2 square foot of surface area. *Masonry repairs shall be made with type "N" mortar or mortar matching existing
conditions. CONCRETE MASONRY UNITS: *Concrete masonry materials and construction shall conform to the American Concrete Institute (ACI) 530. * Compressive strength of masonry (F'm)
shall be determined by the unit stress method. The net area compressive strength of the masonry shall be 1500 psi at 28 days. *Concrete masonry units (CMU): ASTM C90, Normal weight.
minimum compressive strength 1,900 psi based on average net area. *Mortar type 'S' ASTM C270. STRUCTURAL STEEL: *All structural steel work shall conform with the current AISC construction
manual and AWS structural welding code D1.1 *Angles, channels, plate, and miscellaneous: ASTM A36. *Threaded rod anchors: ASTM F1554 grade 36. Provide 1 2" chamfer on all embedded
rod ends. *Connector bolts, washers, and nuts: Galvanized ASTM A325. *All exposed welding shall be ground smooth. * All misaligned bolt holes shall be plug welded and re-drilled as
required. *All steel shall be hot dipped galvanized if exposed to the elements. Paint all field welds with cold-galvanizing paint. *Bolts shall be of a length that will fully engage
the nuts. Bolt heads and nuts shall bear evenly against the metal. *Welding shall be ASTM A233, Class E7018. All welds shall be sound throughout. The heat, length, and sequence of
welds shall be controlled to prevent cracks distortions. *Epoxy adhesive shall be "Hilti" - see plans. STRUCTURAL ERECTION AND BRACING REQUIREMENTS. *The structural drawings illustrate
the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide proper shoring and bracing as
may be required to achieve the final completed structure. *Observations of foundation reinforcing or steel framing required by the owner, lender, building department or any other party
will be accomplished by the engineer at the owner's expense. At least 24 hours advance notice is requested. *Fabricator and / or supplier of structural steel shall submit shop and erection
drawings for architectural and engineering review. Submit two prints for each drawing. Allow ten working days for review. No materials shall be fabricated until shop drawings are approved
WOOD FRAMING: *Dimension lumber is designed and shall be supplied using Jacob Smith Engineering and Design values design criteria. * General Framing: Spruce Pine Fir #1 and better (Maximum
Moisture Content 19%) U.N.O. Plates: Sill plates: Pressure Treated Timber Strand LSL by Trus Joist or Pressure treated Doug Fir or Southern Pine #1 or better: Top and Bottom plates:
Spruce Pine Fir #1 and better. 1RWH ³3UHVVXUH7UHDWHG/XPEHU´VKDOOEHIUDPLQJPDWHULDORIWKHVSHFLILHGVSHFLHVZKLFKKDVEHHQSUHVVXUHWUHDWHGZLWK decay and insect resistant solution,
meeting all current standards for wood in contact with concrete or earth. Sill plates in contact with masonry or concrete foundations, footings or slabs may be treated Timber Strand
LSL (zinc borate treatment). Sodium borate treatment may also be acceptable for sill plate applications when protected from weather. Acceptable treatment mediums for wood in contact
with earth or in exterior applications include ACQ-C and ACQ-D (Alkaline Copper Quaternary) and copper azole (CBA-A and CBA-B). DO NOT USE WOODS WHICH HAVE BEEN TREATED WITH AMMONIA
BASED CARRIERS. All connectors shall meet the recommendations of the pressure treated wood manufactures, but shall be not less than Hot Dipped Galvanized meeting requirements of ASTM
A653, such as Simpson ZMAX. (G185). All screws, nails and bolts shall match hangers and other connectors, and shall meet ASTM A123 for individual connectors, and ASTM A153 for fasteners.
For durability, it is our recommendation that connectors used in exposed conditions with treated limber be stainless steel. Do not mix galvanized and stainless products. Do not allow
aluminum to contact treated wood. *Laminated Veneer Lumber (L.V.L.): Fb min. = 3,000 psi, E min. = 2,000,000 psi. * Parallel Strand Lumber Column (P.S.L.): Fb min. = 2400 psi, E min.
= 1,800,000 psi. *Nominal lumber rafter plies: Spruce Pine Fir No. 1/ No. 2 Grade. *Nailing per shall comply with IBC Table 2304.10.1 except where more or larger nailing shown on drawings.
*All roof rafters, joists, beams shall be anchored to supports with metal framing anchors. *Metal connectors: Simpson Strong Ties unless otherwise noted, install with number and type
of nails to achieve maximum rated capacity. *All beams shall be braced against rotation at points of bearing. * Unless otherwise indicated, install two lengths of solid blocking x joist
depth x 12 inches long in floor framing under column loads. Columns must have a continuous load path to foundation. *Lead holes for lag bolts shall be 60% to 70% of lag shank diameter
in compliance with AITC criteria. HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5EXISTING 11X14 TIMBER BEAM
SECTION W/ NEW STEEL REINFORCEMENT SCALE: 1 2" = 1'-0"1.See the General Structural Notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings.
3.New steel channels shall be continuous. 3 S4 EXISTING 8x8 TIMBER BEAM & COLUMN SECTION W/ NEW REINFORCEMENT SCALE: 1 2" = 1'-0"1.See the General Structural Notes on sheet S3. 2.Coordinate
all dimensions, elevations and openings with Architectural drawings. 2 S4 EXISTING 8x8 TIMBER BEAM & COLUMN SECTION W/ NEW REINFORCEMENT SCALE: 1 2" = 1'-0"1.See the General Structural
Notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 1 S4 EXISTING PARAPET ALTERATION SECTION W/ WALL CONNECTION SCALE: 1 2" = 1'-0"
1.See the General Structural Notes on sheet S3. 4 S4 EXISTING TOP OF WALL W/ NEW REINFORCEMENT SCALE: 1 2" = 1'-0" 1.See the General Structural Notes on sheet S3. 5 S4 EXISTING PARAPET
SECTION W/ NEW DIAPHRAGM CLIP SCALE: 1 2" = 1'-0" 1.See the General Structural Notes on sheet S3. 6 S4 HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON,
MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5 TYPICAL NEW DIAPHRAGM CLIP SCALE: 3" = 1'-0"1.See the plans angle clip locations 2.Coordinate all dimensions, elevations and openings
with Architectural drawings. 1 S5 TYPICAL NEW POST CAP ANGLES SCALE: 3" = 1'-0"1.See the plans angle clip locations 2.Coordinate all dimensions, elevations and openings with Architectural
drawings. 2 S5 TYPICAL NEW POST BASE ANGLES SCALE: 3" = 1'-0"1.See the plans angle clip locations 2.Coordinate all dimensions, elevations and openings with Architectural drawings.
3 S5 TYPICAL C12X30 CHANNEL ATTACHMENT PATTERN SCALE: 1" = 1'-0"1.Coordinate all dimensions, elevations and openings with Architectural drawings. 4 S5 COMMON WALL EXISTING DOOR OPENING
MASONRY REPAIR DETAIL ELEVATION SCALE: 1 2" = 1'-0" 2 SK2 1.Coordinate all dimensions, elevations and openings with Architectural drawings. 2.Grout new collar joint solid. 3.Install
(1) new "Helical wall ties for every 2 square feet of new masonry. HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND
DESIGN 5MCOMMON WALL EXISTING DOOR OPENING MASONRY REPAIR DETAIL SECTION SCALE: 1" = 1'-0" 4 SK2 1.Coordinate all dimensions, elevations and openings with Architectural drawings.
2.Grout new collar joint solid. 3.Install (1) new "Helical wall ties for every 2 square feet of new masonry. COMMON WALL EXISTING DOOR OPENING MASONRY REPAIR PLAN SCALE: 1 2" = 1'-0"
1 SK2 1.Coordinate all dimensions, elevations and openings with Architectural drawings. 2.Grout new collar joint solid. 3.Install (1) new "Helical wall ties for every 2 square feet
of new masonry. COMMON WALL MASONRY REPAIR DETAIL SCALE: 1" = 1'-0" 3 SK2 1. Note, elevator pit not shown for clarity 2.Coordinate all dimensions, elevations and openings with Architectural
drawings. EAST WALL EXISTING DOOR OPENING MASONRY REPAIR DETAIL ELEVATION SCALE: 1 2" = 1'-0" 2 SK3 1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations
and openings with Architectural drawings. 3.remove and clean existing brick. Rebuild with type "N" mortar. Install horizontal truss type reinforcement as specified per plan. HELDON
REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5M EXISTING EAST WALL DOOR OPENING MASONRY REPAIR PLAN SCALE: 3
8" = 1'-0" 1 SK3 1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.remove and clean existing brick. Rebuild
with type "N" mortar. Install horizontal truss type reinforcement as specified per plan. EAST WALL EXISTING DOOR OPENING MASONRY REPAIR DETAIL ELEVATION SCALE: 1 2" = 1'-0" 3 SK3
1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.remove and clean existing brick. Rebuild with type "N"
mortar. Install horizontal truss type reinforcement as specified per plan. HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING
AND DESIGN 5M SCALE: 1 2" = 1'-0" 3 SK4 NEW W24X100 LATERAL BRACING ELEVATION SCALE: 1 2" = 1'-0" 2 SK4 EAST WALL EXISTING DOOR OPENING MASONRY REPAIR DETAIL SECTION SCALE: 1"
= 1'-0" 1 SK4 REVISED STEEL CONNECTION DETAIL NEAR G-11 SCALE: 1" = 1'-0" 4 SK4 1.Shore existing W12 beam. Remove and replace seat connection. 2.Match existing bolt holes in existing
W8x35 steel column. 1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.Remove and clean existing brick.
Rebuild with type "N" mortar. Install horizontal truss type reinforcement as specified per plan. 1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations
and openings with Architectural drawings. 3.See the second floor plan for new w24x100 lateral bracing line locations. 4.General contractor shall coordinate new steel installation with
main floor tenant. 5.New C8 bracing lines shall be installed new the top flange of the existing W24 x100 steel beams. NEW W24X100 LATERAL BRACING SECTION 1.See General structural notes
on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.See the second floor plan for new w24x100 lateral bracing line locations. 4.General
contractor shall coordinate new steel installation with main floor tenant. 5.New C8 bracing lines shall be installed new the top flange of the existing W24 x100 steel beams. REVISED
STEEL CONNECTION DETAIL NEAR G-11 SCALE: 1" = 1'-0" 5 SK4 1.Shore existing W12 beam. Remove and replace seat connection. 2.Match existing bolt holes in existing W8x35 steel column.
REVISED STEEL CONNECTION DETAIL NEAR G-11 SCALE: 1" = 1'-0" 6 SK4 1.Shore existing W12 beam. Remove and replace seat connection. 2.Match existing bolt holes in existing W8x35 steel
column.
__MACOSX/._#9 PEARL STREET NORTHAMPTON MA STRUCTURAL DRAWINGS 9.6.18.pdf
#9 PEARL STREET NORTHAMPTON MA II-SK5- WEST WALL ELEVATION.pdf SK5- WEST WALL ELEVATION
EAST ELEVATION MASONRY REPAIRS SCALE: 1 2" = 1'-0" 1 SK5 1. See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings.
3.remove and clean existing brick. Rebuild with type "N" mortar. Install horizontal truss type reinforcement as specified per plan. HELDON REALTY TRUST ALTERATIONS AND CHANGE OF USE
9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5M EXISTING WEST WALL PARAPET REPAIR SCALE: 1 2" = 1'-0" 2 SK5 1. See General structural notes on sheet S3.
2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.remove and clean existing brick. Rebuild with type "N" mortar. Install horizontal truss type reinforcement
as specified per plan. EXISTING WEST GABLE WALL RAKE REPAIR SCALE: 1 2" = 1'-0" 3 SK5 1. See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings
with Architectural drawings. 3.remove and clean existing brick. Rebuild with type "N" mortar. Install horizontal truss type reinforcement as specified per plan.
__MACOSX/._#9 PEARL STREET NORTHAMPTON MA II-SK5- WEST WALL ELEVATION.pdf
#9 PEARL STREET NORTHAMPTON MA II-SK3-EAST WALL EXISTING DOOR OPENING REPAIR DETAIL-1.pdf SK3-EAST WALL EXISTING DOOR OPENING REPAIR DETAIL
EAST WALL EXISTING DOOR OPENING MASONRY REPAIR DETAIL ELEVATION SCALE: 1 2" = 1'-0" 2 SK3 1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings
with Architectural drawings. 3.remove and clean existing brick. Rebuild with type "N" mortar. Install horizontal truss type reinforcement as specified per plan. HELDON REALTY TRUST
ALTERATIONS AND CHANGE OF USE 9 PEARL STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5M EXISTING EAST WALL DOOR OPENING MASONRY REPAIR PLAN SCALE: 3 8" = 1'-0" 1
SK3 1.See General structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.remove and clean existing brick. Rebuild with type
"N" mortar. Install horizontal truss type reinforcement as specified per plan. EAST WALL EXISTING DOOR OPENING MASONRY REPAIR DETAIL ELEVATION SCALE: 1 2" = 1'-0" 3 SK3 1.See General
structural notes on sheet S3. 2.Coordinate all dimensions, elevations and openings with Architectural drawings. 3.remove and clean existing brick. Rebuild with type "N" mortar. Install
horizontal truss type reinforcement as specified per plan.
__MACOSX/._#9 PEARL STREET NORTHAMPTON MA II-SK3-EAST WALL EXISTING DOOR OPENING REPAIR DETAIL-1.pdf