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32C-171 Northampton Lumberyard_Permit Set for Printing_2018-04-04LOCATION MAP 2017-10-24 PERMIT SET NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA DSA PROJECT NO. 14038 APPLICANT VALLEY COMMUNITY DEVELOPMENT CORPORATION 30 MARKET STREET NORTHAMPTON, MA 01060 OWNER GAIL M. LABARGE 835 18th STREET, APT. 602 VERO BEACH, FL 32960 CIVIL ENGINEER DEVELLIS ZREIN INC. P.O. BOX 307 FOXBOROUGH, MA 02035 508.473.414 LANDSCAPE WALTER CUDNOHUFSKY ASSOCIATES, INC. ARCHITECT P.O. BOX 489 ASHFIELD, MA 01330 413.628.4600 SURVEYOR HERITAGE SURVEYS, INC. COLLEGE HIGHWAY and CLARK STREET P.O. BOX 1 SOUTHAMPTON, MA SQUARE FOOTAGE BREAKDOWN COMMERCIAL 5421 SF COMMON 8398 SF COMMUNITY 820 SF OFFICE 555 SF RESIDENTIAL 47379 SF SERVICE 1979 SF PROJECT COMPONENTS PARKING SPACES:REQUIRED 0, PROVIDED 41 DWELLING UNITS 55 DWELLING UNITS PER ACRE:43.9 DRAWINGS LIST SP-1 SEDIMENTATION AND EROSION CONTROL PLAN C-1 LAYOUT PLAN C-2 MATERIALS PLAN C-3 GRADING AND UTILITY PLAN C-4 PLANTING PLAN C-5 SITE DETAIL SHEET C-6 SITE DETAIL SHEET A001 GENERAL NOTES, FINISH & AREA SCHEDULE A002 DOOR SCHEDULE A003 DOOR / WINDOW ELEVATIONS & SCHEDULES A004 WALL TYPES A005 FLOOR / CEILING TYPES A100 FOUNDATION DIMENSION PLAN A101 LEVEL 1 PLAN A102 LEVEL 2 PLAN A103 LEVEL 3 PLAN A104 LEVEL 4 PLAN A105 ROOF PLAN A110 DETAILED FLOOR PLANS A111 DETAILED FLOOR PLANS A112 DETAILED FLOOR PLAN A113 DETAILED FLOOR PLANS A201 BUILDING ELEVATIONS A202 BUILDING ELEVATIONS A301 ELEVATOR PLANS & SECTIONS A302 STAIR PLANS & SECTIONS A303 STAIR PLANS & SECTIONS A401 LEVEL 1 REFLECTED CEILING PLAN A402 LEVEL 2 REFLECTED CEILING PLAN A403 LEVEL 3 REFLECTED CEILING PLAN A404 LEVEL 4 REFLECTED CEILING PLAN A501 BUILDING SECTIONS & DETAILS A502 BUILDING SECTIONS & DETAILS A503 BUILDING SECTIONS & DETAILS A504 BUILDING SECTIONS & DETAILS A505 BUILDING SECTIONS & DETAILS A506 BUILDING SECTIONS & DETAILS A509 BUILDING DETAILS A510 BUILDING DETAILS A511 BUILDING DETAILS A512 BUILDING DETAILS A513 BUILDING DETAILS - PARAPET A520 PLAN DETAILS A521 PLAN DETAILS A523 PLAN DETAILS A524 PLAN DETAILS A530 ROOF DETAILS A550 WINDOW DETAILS A601 KITCHEN PLANS & ELEVATIONS A602 KITCHEN PLANS & ELEVATIONS A603 KITCHEN PLANS & ELEVATIONS A610 BATHROOM PLANS & ELEVATIONS A611 BATHROOM PLANS & ELEVATIONS A620 INTERIOR DETAILS S001 GENERAL NOTES S002 TYPICAL DETAILS S003 TYPICAL DETAILS AND SCHEDULES S004 TYPICAL DETAILS S101 GROUND FLOOR / FOUNDATION PLAN S101A CONCRETE PILASTER AND STEEL COLUMN BASE PLATE DETAILS S102 SECOND FLOOR FRAMING PLAN S103 THIRD FLOOR FRAMING PLAN S104 FOURTH FLOOR FRAMING PLAN S105 ROOF FRAMING PLAN S200 SECTIONS S201 SECTIONS S202 SECTIONS S203 SECTIONS S301 STRUCTURAL WALL SCHEDULE, NOTES AND DETAILS E001 ELECTRICAL NOTES & LEGEND E002 ELECTRICAL POWER RISER E003 ELECTRICAL FIRE ALARM RISER E004 ELECTRICAL TELECOMUNICATION RISER E005 ELECTRICAL SECURITY RISER E006 ELECTRICAL SCHEDULES E007 ELECTRICAL SCHEDULES E008 ELECTRICAL SITE PLAN E009 ELECTRICAL DETAILS E010 ELECTRICAL DETAILS E101 ELECTRICAL FIRST FLOOR LIGHTING PLAN E102 ELECTRICAL SECOND FLOOR LIGHTING PLAN E103 ELECTRICAL THIRD FLOOR LIGHTING PLAN E104 ELECTRICAL FOURTH FLOOR LIGHTING PLAN E201 ELECTRICAL FIRST FLOOR POWER PLAN E202 ELECTRICAL SECOND FLOOR POWER PLAN E203 ELECTRICAL THIRD FLOOR POWER PLAN E204 ELECTRICAL FOURTH FLOOR POWER PLAN E205 ELECTRICAL ROOF POWER PLAN E301 ELECTRICAL FIRST FLOOR FIRE ALARM PLAN E302 ELECTRICAL SECOND FLOOR FIRE ALARM PLAN E303 ELECTRICAL THIRD FLOOR FIRE ALARM PLAN E304 ELECTRICAL FOURTH FLOOR FIRE ALARM PLAN E305 ELECTRICAL ROOF FIRE ALARM PLAN E401 ELECTRICAL TYPICAL UNIT PLANS E402 ELECTRICAL OFFICE LIGHTING & POWER PLANS E403 ELECTRICAL OFFICE FIRE ALARM PLAN F001 FIRE PROTECTION NOTES & DETAILS F002 FIRE PROTECTION DETAILS F101 FIRE PROTECTION FIRST FLOOR PLAN F102 FIRE PROTECTION SECOND FLOOR PLAN F103 FIRE PROTECTION THIRD FLOOR PLAN F104 FIRE PROTECTION FOURTH FLOOR PLAN H001 HVAC LEGEND AND NOTES H002 HVAC SCHEDULES H003 HVAC DETAILS H004 HVAC DETAILS & SEQUENCE OF CONTROLS H005 HVAC RISERS H101 HVAC FIRST FLOOR PLAN H102 HVAC SECOND FLOOR PLAN H103 HVAC THIRD FLOOR PLAN H104 HVAC FOURTH FLOOR PLAN H105 HVAC ROOF PLAN H201 HVAC FIRST FLOOR PIPING PLAN H202 HVAC SECOND FLOOR PIPING PLAN H203 HVAC THIRD FLOOR PIPING PLAN H204 HVAC FOURTH FLOOR PIPING PLAN H205 HVAC ROOF PIPING PLAN P001 PLUMBING LEGEND, NOTES & DETAILS P002 PLUMBING DETAILS P003 PLUMBING DETAILS P101 PLUMBING FIRST FLOOR UNDERSLAB P102 PLUMBING FIRST FLOOR PLAN ABOVE SLAB P103 PLUMBING SECOND FLOOR PLAN P104 PLUMBING THIRD FLOOR PLAN P105 PLUMBING FOURTH FLOOR PLAN P106 PLUMBING ROOF PLAN P107 PLUMBING UNIT PLAN P108 PLUMBING UNIT PLAN ARCHITECT DAVIS SQUARE ARCHITECTS 240A ELM STREET SOMERVILLE, MA 02144 617.628.5700 UNIT SQUARE FOOTAGE UNIT TYPE AREA LEVEL 1 2-BED 859 SF 2-BED 858 SF 2-BED (HC) 879 SF 3-BED (HC) 1161 SF 2-BED 859 SF 1 BED 758 SF 1-BED 757 SF LEVEL 2 1-BED 630 SF 2-BED 874 SF 2-BED 874 SF 2-BED 858 SF 2-BED 894 SF 2-BED 834 SF 3-BED 1161 SF 3-BED 1050 SF 2-BED 858 SF 1-BED (CBH) 773 SF 2-BED (HC) 1043 SF 2-BED 874 SF 2-BED 911 SF 1-BED 630 SF 1 BED 614 SF 2-BED 868 SF LEVEL 3 1-BED 630 SF 2-BED 874 SF 2-BED 874 SF 2-BED 858 SF 2-BED 894 SF 2-BED 833 SF 3-BED 1161 SF 3-BED 1050 SF 2-BED 858 SF 1-BED 774 SF 2-BED (CBH) 1043 SF 2-BED 874 SF 2 BED 913 SF 1-BED 630 SF 1-BED 614 SF 2 BED 868 SF LEVEL 4 1-BED 630 SF 2-BED 874 SF 2-BED 874 SF 2-BED 858 SF 2 BED 893 SF 2 BED 834 SF 3-BED 1161 SF 3-BED 1050 SF 2 BED 858 SF 1-BED 774 SF 2-BED 1046 SF 2-BED 874 SF 2-BED 913 SF 1-BED 630 SF 1-BED 614 SF 2-BED 868 SF GROSS SQUARE FOOTAGE BASEMENT 665 SF LEVEL 01 17674 SF LEVEL 02 17494 SF LEVEL 03 17494 SF LEVEL 04 17499 SF ROOF 152 SF 70979 SF STRUCTURAL SOUZA, TRUE AND PARTNERS INC. ENGINEER 265 WINTER STREET, 3RD FLOOR WALTHAM, MA 02451 617.926.6100 MEPFP ENGINEERS BLW ENGINEERS 311 GREAT ROAD P.O. BOX 1551 LITTLETON, MA 01460 978.468.4301 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 Designer Author 2017-10-24 A002 DOOR SCHEDULE NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION DOOR SCHEDULE DOOR TAG ELEV. DESCRIPTION WIDTH HEIG HT THICK NESS FIRE RATI NG DOOR MAT. DOOR FINISH DOOR FRAME FRAM E FINISH HARD WARE COMMENTS 214G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 214H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 215A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 215B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 215C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 215D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 215E G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 215F H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 215G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 215H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 216A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 216B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 216C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 216D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 216E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 216F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 216G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 216H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 251 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 252 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 253 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 301 A ELECTRICAL 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 19 301A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 301B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 301C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 301D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 301E H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 301F H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 301G H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 302 A STORAGE 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 19 302A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 302B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 302C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 302D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 302E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 302F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 302G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 302H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 303 A JANITOR 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 303A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 303B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 303C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 303D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 303E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 304A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 304B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 304C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 304D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 304E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 305A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 305B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 305C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 305D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 305E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 306A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 306B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 306C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 306D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 306E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 306F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 306G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 306H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 307A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 307B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 307C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 307D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 307E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 307F G BATHROOM 2'-6" 6'-8" 1 3/8" SCWD WD 3 307G H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 307H H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 307J H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 307K H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 307L H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 308A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 308B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 308C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 308D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 308E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 308F G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 308G H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 308H H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 308J H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 308K G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 308L H CLOSET 6'-0" 6'-8" 1 3/8" SCWD WD 5 309A F UNIT ENTRY (HC) 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 2 309B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 309C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 309D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 309E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 309F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 309G H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 309H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 309J G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 309K H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 310A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 310B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 310C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 310D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 310E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 310F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 310G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 DOOR SCHEDULE DOOR TAG ELEV. DESCRIPTION WIDTH HEIG HT THICK NESS FIRE RATI NG DOOR MAT. DOOR FINISH DOOR FRAME FRAM E FINISH HARD WARE COMMENTS 179 R 5'-0" 7'-0" 2" 180 A OFFICE CONFERENCE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 16 181 A OFFICE CONFERENCE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 16 182 A OFFICE BATHROOM 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 183 A OFFICE BATHROOM 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 184 A OFFICE CLOSET 4'-0" 7'-0" 2" SCWD PTD KDHM PTD 17 185 A OFFICE CLOSET 4'-0" 7'-0" 2" SCWD PTD KDHM PTD 17 190 A BASEMENT STORAGE 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 191 A BASEMENT STORAGE 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 201 A ELECTRICAL 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 19 201A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 201B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 201C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 201D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 201E H CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 5 201F H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 201G H CLOSET 4'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 5 202 A STORAGE 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 19 202A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 202B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 202C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 202D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 202E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 202F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 202G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 202H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 203 A JANITOR 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 203A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 203B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 203C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 203D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 203E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 204A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 204B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 204C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 204D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 204E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 205A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 205B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 205C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 205D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 205E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 206A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 206B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 206C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 206D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 206E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 206F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 206G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 206H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 207A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 207B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 207C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 207D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 207E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 207F G BATHROOM 2'-6" 6'-8" 1 3/8" SCWD WD 3 207G H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 207H H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 207J H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 207K H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 207L H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 208A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 208B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 208C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 208D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 208E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 208F G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 208G H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 208H H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 208J H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 208K H CLOSET 6'-0" 6'-8" 1 3/8" SCWD WD 5 208L G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 209A F UNIT ENTRY (HC) 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 2 209B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 209C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 209D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 209E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 209F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 209G H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 209H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 209J H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 209K G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 211A F UNIT ENTRY (HC) 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 2 211B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 211C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 211D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 211E G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 211F H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 212A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 212B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 212C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 212D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 212E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 212F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 212G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 212H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 213A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 213B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 213C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 213D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 213E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 213F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 213G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 213H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 214A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 214B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 214C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 214D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 214E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 214F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 DOOR SCHEDULE DOOR TAG ELEV. DESCRIPTION WIDTH HEIG HT THICK NESS FIRE RATI NG DOOR MAT. DOOR FINISH DOOR FRAME FRAM E FINISH HARD WARE COMMENTS 101A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 101B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 101C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 101D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 101E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 101F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 101G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 101H H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 102A F UNIT ENTRY (HC) 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 2 102B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 102C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 102D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 102E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 102F G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 102G H CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 5 102H H CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 5 102J H CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 5 102K G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 102L H CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 5 103A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 103B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 103C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 103D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 103E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 104A F UNIT ENTRY (HC) 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 2 104B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 104C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 104D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 104E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 104F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 104G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 104H G CLOSET 2'-6" 6'-8" 1 3/8" SCWD PTD WD PTD 6 105A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 105B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 105C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 105D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 105E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 106A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 106B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 106C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 106D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 106E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 106F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 106G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 106H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 107A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 107B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 107C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 107D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 3 107E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 107F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 107G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 107H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 110 J BUILDING ENTRY - RESIDENTIAL 5'-11" 6'-8" 2 1/4" AL CAA AL CAA 7 111 J BUILDING ENTRY - RESIDENTIAL 6'-0" 8'-0" 2 1/4" AL CAA AL CAA 7 112 J BUILDING ENTRY - RETAIL 6'-0" 7'-0" 2 1/4" AL CAA AL CAA 11 113 J BUILDING ENTRY - RETAIL 5'-10" 6'-9" 2 1/4" AL CAA AL CAA 11 114 J BUILDING ENTRY - RETAIL 6'-0" 7'-0" 2 1/4" AL CAA AL CAA 11 115 J BUILDING ENTRY - RETAIL 6'-0" 7'-0" 2 1/4" AL CAA AL CAA 11 116 J BUILDING ENTRY - RETAIL 6'-0" 8'-0" 2 1/4" AL CAA AL CAA 11 117 J BUILDING ENTRY - COMMUNITY 5'-11" 6'-8" AL CAA AL CAA 10 118 J BUILDING ENTRY - OFFICE 5'-11" 7'-6" AL CAA AL CAA 9 120 J VESTIBULE 6'-0" 8'-0" 2 1/4" AL CAA AL CAA 8 121 J VESTIBULE 6'-0" 8'-0" 2 1/4" AL CAA AL CAA 8 122 C LAUNDRY 3'-0" 7'-0" 1 3/4" 45 HM PTD KDHM PTD 18 123 C RENTAL OFFICE ENTRY 3'-0" 7'-0" 1 3/4" HM PTD KDHM PTD 14 124 A RENTAL OFFICE BATH 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 125 A RENTAL OFFICE MEETING ROOM 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 16 126 A ELECTRICAL 3'-0" 7'-0" 1 3/4" 90 HM PTD KDHM PTD 19 127 A FIRE PROTECTION 3'-0" 7'-0" 1 3/4" 45 HM PTD KDHM PTD 19 128 A RETAIL ACCESS 3'-0" 7'-0" 1 3/4" 45 HM PTD KDHM PTD 21 129 A RETAIL ACCESS 3'-0" 7'-0" 1 3/4" 45 HM PTD KDHM PTD 21 130 A EXTERIOR FIRE PROTECTION 3'-0" 7'-0" 1 3/4" HM PTD WHM PTD 20 131 A RETAIL BATHROOM 3'-0" 7'-0" 1 3/4" HM PTD KDHM PTD 15 132 A RETAIL BATHROOM 3'-0" 7'-0" 1 3/4" HM PTD KDHM PTD 15 133 A JANITOR 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 134 A CONTROL ROOM 3'-0" 7'-0" 1 3/4" 90 HM PTD KDHM PTD 19 140 A EXTERIOR ELECTRICAL 3'-0" 7'-0" 1 3/4" HM PTD WHM PTD 20 151 A STAIR EXIT 3'-0" 7'-0" 1 3/4" HM PTD KDHM PTD 12 152 A STAIR EXIT 3'-0" 6'-8" 1 3/4" HM PTD WHM PTD 12 153 A STAIR EXIT 3'-0" 6'-8" 1 3/4" HM PTD WHM PTD 12 154 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 155 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 156 K CORRIDOR 3'-0" 6'-8" 1 3/4" HM PTD KDHM PTD 13 160 K COMMUNITY ROOM 3'-0" 6'-8" 1 3/4" HM PTD KDHM PTD 14 161 A COMMUNITY BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD KDHM PTD 15 162 A COMMUNITY BATHROOM 3'-0" 6'-8" 1 3/8" SCWD PTD KDHM PTD 15 163 A COMMUNITY CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD KDHM PTD 17 164 A COMMUNITY CLOSET 5'-0" 6'-8" 1 3/8" SCWD PTD KDHM PTD 17 170 A OFFICE AT STAIR 3'-0" 7'-0" 1 3/4" 90 HM PTD WHM PTD 21 171 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 172 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 173 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 174 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 175 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 176 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 177 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 178 A OFFICE 3'-0" 7'-0" 1 3/4" SCWD PTD KDHM PTD 15 No. REVISIONS/SUBMISSIONS Date AL ALUMINUM CAA CHROMIC ACID ANODIZE HM HOLLOW METAL KDHM KNOCK DOWN HOLLOW METAL MTL METAL GALV GALVANIZED PTD PAINTED SCWD SOLID CORE WOOD WD WOOD N/A NOT APPLICABLE DOOR SCHEDULE ABBREVIATIONS: SINGLE STEEL FLUSH DOOR W/ VISION PANEL BSINGLE STEEL OR WOOD FLUSH DOORA WIDTH HEIGHTHEIGHTWIDTH UNIT INTERIOR SINGLE DOORG WIDTH PEEPHOLE, TYP.PEEPHOLE,ACCESSIBLESINGLE STEEL FLUSH DOOR W/ HALF LIGHT CHEIGHT WIDTH SINGLE STEEL FLUSH DOOR W/ LOUVER VENT DHEIGHT WIDTH UNIT ENTRY SINGLE STEEL 2-PANEL DOOR E WIDTH HEIGHT60"PEEPHOLE, TYP.UNIT ENTRY SINGLE STEEL FLUSH DOOR F WIDTH HEIGHT60"42"UNIT INTERIOR DOUBLE DOORH WIDTH FLAT PANEL SQUARE STICKING EXTERIOR ENTRY DOUBLE DOORJHEIGHTHEIGHTHEIGHTHEIGHT 10"4 1/4"4 1/4" SINGLE STEEL FLUSH DOOR W/ FULL LIGHT KHEIGHT WIDTH DOUBLE HUNG WINDOW NAILING FLANGE 2 OVER 1 LITES GLAZING TYPE 1 A16'-0"3'-0" DOUBLE HUNG WINDOW NAILING FLANGE 2 OVER 1 LITES GLAZING TYPE 2 A26'-0"3'-0" DOUBLE HUNG WINDOW NAILING FLANGE 2 OVER 1 LITES GLAZING TYPE 2 TEMPERED A3 3'-0"6'-0"DOUBLE HUNG WINDOW NO FLANGE - BRICK OPENING 2 OVER 1 LITES GLAZING TYPE 1 B16'-0"3'-0" DOUBLE HUNG WINDOW NO FLANGE - BRICK OPENING 2 OVER 1 LITES GLAZING TYPE 2 B26'-0"3'-0" DOUBLE HUNG WINDOW NO FLANGE - BRICK OPENING 2 OVER 1 LITES GLAZING TYPE 1 C16'-0"3'-2" DOUBLE HUNG WINDOW NO FLANGE - BRICK OPENING 2 OVER 1 LITES GLAZING TYPE 2 C26'-0"3'-2" DOUBLE HUNG WINDOW NO FLANGE - BRICK OPENING 2 OVER 1 LITES GLAZING TYPE 2 D26'-0"2'-6" WINDOW NOTES: 1.REFER TO SPECIFICATIONS FOR WINDOW DATA. 2.REFER TO A550 FOR WINDOW CONSTRUCTION DETAILS. 3.COMBINATION WINDOWS SHALL BE FACTORY MULLED. 4.WINDOWS ON THE NORTH, SOUTH & EAST FACADES SHALL HAVE GLAZING TYPE 1.5.WINDOWS ON THE WEST FACADES SHALL HAVE GLAZING TYPE 2. GENERAL NOTE: WINDOW SIZES PROVIDED ARE NOMINAL, AND DO NOT REFLECT THE ACTUAL FRAME SIZE. GC SHALL COORDINATE FRAME SIZE BASED ON WOOD AND/OR MASONRY OPENINGS SHOWN IN DRAWINGS. DOUBLE HUNG WINDOW NO FLANGE - BRICK OPENING 2 OVER 1 LITES GLAZING TYPE 2 D36'-0"2'-4" 3 SINGLE HUNG WINDOW NAILING FLANGE 2 OVER 1 LITES GLAZING TYPE 2 A4 3'-0"6'-0"4 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1/4" = 1'-0" Designer Author 2017-10-24 A003 DOOR / WINDOW ELEVATIONS & SCHEDULES NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" DOOR PANEL ELEVATIONS 1/4" = 1'-0" WINDOW ELEVATIONS DOOR SCHEDULE CONT. DOOR TAG ELEV. DESCRIPTION WIDTH HEIG HT THICK NESS FIRE RATI NG DOOR MAT. DOOR FINISH DOOR FRAME FRAME FINISH HARD WARE COMMENTS 408K G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 408L H CLOSET 6'-0" 6'-8" 1 3/8" SCWD WD 5 409A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 409B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 409C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 409D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 409E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 409F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 409G H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 409H H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 409J H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 410A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 410B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 410C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 410D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 410E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 410F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 410G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 410H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 411A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 411B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 411C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 411D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 411E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 412A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 412B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 412C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 412D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 412E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 412F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 412G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 412H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 412I D 413A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 413B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 413C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 413D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 413E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 413F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 413G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 413H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 414A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 414B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 414C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 414D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 414E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 414F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 414G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 414H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 415A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 415B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 415C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 415D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 415E G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 415F H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 415G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 415H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 416A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 416B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 416C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 416D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 416E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 416F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 416G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 416H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 451 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 452 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 453 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 501 - ROOF HATCH 4'-0" 1'-0 5/8" SEE ARCH DETAILS 502 A ROOF STORAGE 3'-0" 5'-0" 1 3/4" HM PTD KDHM PTD 19 1016 G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 1017 H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 1018 G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 1019 E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM KDHM 1 1020 H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 1021 G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 1022 G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 1023 G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 DOOR SCHEDULE CONT. DOOR TAG ELEV. DESCRIPTION WIDTH HEIG HT THICK NESS FIRE RATI NG DOOR MAT. DOOR FINISH DOOR FRAME FRAME FINISH HARD WARE COMMENTS 311A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 311B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 311C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 311D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 311E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 312A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 312B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 312C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 312D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 312E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 312F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 312G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 312H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 312I H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 313A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 313B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 313C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 313D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 313E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD PTD WD PTD 5 313F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD PTD WD PTD 5 313G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 313H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD PTD WD PTD 4 314A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 314B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 314C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 314D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 314E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 314F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 314G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 314H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 315A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 315B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 315C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 315D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 315E G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 315F H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 315G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 315H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 316A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 316B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 316C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 316D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 316E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 316F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 316G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 316H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 351 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 352 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 353 B STAIR 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 13 401 A ELECTRICAL 3'-0" 6'-8" 1 3/4" 90 HM PTD KDHM PTD 19 401A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 401B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 401C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 401D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 401E H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 401F H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 401G H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 402 A STORAGE 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 19 402A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 402B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 402C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 402D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 402E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 402F G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 402G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 402H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 403 A JANITOR 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 19 403A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 403B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 403C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 403D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 403E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 404A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 404B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 404C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 404D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 404E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 405A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 405B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 405C G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 405D H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 405E H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 406A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 406B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 406C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 406D G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 406E H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 406F H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 406G G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 406H G CLOSET 3'-0" 6'-8" 1 3/8" SCWD WD 4 407A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 407B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 407C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 407D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 407E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 407F G BATHROOM 2'-6" 6'-8" 1 3/8" SCWD WD 3 407G H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 407H H CLOSET 4'-8" 6'-8" 1 3/8" SCWD WD 5 407J H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 407K H CLOSET 4'-0" 6'-8" 1 3/8" SCWD WD 5 407L H CLOSET 4'-4" 6'-8" 1 3/8" SCWD WD 5 408A E UNIT ENTRY 3'-0" 6'-8" 1 3/4" 45 HM PTD KDHM PTD 1 408B G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 408C G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 408D G BEDROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 408E G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 408F G BATHROOM 3'-0" 6'-8" 1 3/8" SCWD WD 3 408G H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 408H H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 408J H CLOSET 5'-0" 6'-8" 1 3/8" SCWD WD 5 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 AL ALUMINUM CAA CHROMIC ACID ANODIZE HM HOLLOW METAL KDHM KNOCK DOWN HOLLOW METAL WHM WELDED HOLLOW METAL MTL METAL GALV GALVANIZED PTD PAINTED SCWD SOLID CORE WOOD WD WOOD N/A NOT APPLICABLE DOOR SCHEDULE ABBREVIATIONS: INTERIOR WALLS W1 PARTITION WALL RATING: N/A STC: N/A 5/8"4 3/4"5/8"W2 BED/BATH WALL RATING: N/A STC: 39 5/8"4 3/4"5/8"2x4 WD STUDS AT 16" O.C. 5/8" GWB DEMISING WALLS D4 STAIR WALL UL #U334 RATING: 2 HOUR STC: 61 1 1/4"9"1 1/4"2x6 WD STUDS AT 16" O.C. 3 1/2" ACOUSTIC INSULATION 3 1/2"3 1/2"2x4 WD STUDS AT 16" O.C. 5/8" GWB D1 CORRIDOR WALL UL #U344 RATING: 1 HOUR STC: 52 2x6 WD STUDS AT 16" O.C. 1/2" RESILIENT CHANNEL AT 24" O.C. STAIR SIDE UNIT/CORRIDOR SIDE 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. D11 SHAFT WALL UL #U415 RATING: 2 HOUR STC: 48 1"4" C-H STUDS AT 24" O.C. 2 LAYERS 1/2" FIRECODE C ABUSE RESISTANT GWB 3" MINERAL WOOL INSULATION CORRIDOR SIDE UNIT SIDE 1/2" PLYWOOD 7 3/4"W4 PARTITION WALL RATING: N/A STC: 39 5/8"5 1/4"5/8"3 1/2" ACOUSTIC INSULATION 3 1/2"2x4 WD STUDS AT 16" O.C. 5/8" GWB 5/8" MOLD & MOISTURE RESISTANT GWB UNIT SIDE BATHROOM SIDE 1/2"1/2" PLYWOOD W5 BATHROOM WALL RATING: N/A STC: 39 5/8"2x4 WD STUDS AT 16" O.C. 5/8" MOLD & MOISTURE RESISTANT GWB BATHROOM SIDE 1/2"1/2" PLYWOOD 3 1/2"4 5/8"5/8"1/2"5 1/2"1/2"5/8"W7 BATHROOM WALL RATING: N/A STC: N/A 5/8"6 3/4"5/8"3 1/2" ACOUSTIC INSULATION 5 1/2"2x4 WD STUDS AT 16" O.C. 5/8" MOLD & MOISTURE RESISTANT GWB BATHROOM SIDE 5/8" GWB BEDROOM SIDE 5/8" TYPE X GWB AT LIVING AREAS. 5/8" TYPE X MOLD & MOISTURE RESISTANT GWB AT BATHROOMS 5/8" TYPE X ABUSE RESISTANT GWB 1" GYPSUM SHAFT LINER 5"D2 DEMISING WALL UL #U340 RATING: 1 HOUR STC: 54 2x4 WD STUDS AT 8" O.C., STAGGERED 1/2" RESILIENT CHANNEL AT 24" O.C. UNIT SIDE 1/2" PLYWOOD 7 3/4"5/8"1/2"5 1/2"1/2"5/8"5/8" TYPE X GWB UNIT SIDE 3-1/2" ACOUSTIC INSULATION 3 1/2" ACOUSTIC INSULATION 5/8" TYPE X GWB 2-LAYERS 5/8" TYPE X GWB 5/8" TYPE X ABUSE RESISTANT GWB 5/8" TYPE X GWB 3-1/2" MINERAL WOOL INSULATION D7 DEMISING WALL UL #U344 RATING: 1 HOUR STC: 52 2x6 WD STUDS AT 16" O.C. 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. CORRIDOR SIDE UNIT SIDE 7 7/8"5/8"5 1/2"5/8"5/8" TYPE X GWB3-1/2" ACOUSTIC INSULATION W6 BATHROOM WALL RATING: N/A STC: N/A 5/8"2x4 WD STUDS AT 16" O.C. 5/8" MOLD & MOISTURE RESISTANT GWB BATHROOM SIDE 4 1/8"W3 BATHROOM WALL RATING: N/A STC: 39 5/8"5 1/4"5/8"3 1/2" ACOUSTIC INSULATION 2x4 WD STUDS AT 16" O.C. 5/8" GWB 5/8" MOLD & MOISTURE RESISTANT GWB UNIT SIDE BATHROOM SIDE 1/2" RESILIENT CHANNEL AT 24" O.C.3"1"5/8" MOLD & MOISTURE RESISTANT GWB M2 ELEVATOR WALL UL #U905 RATING: 2-HOUR STC: N/A 8x8x16 CMU WALL 5/8"12"7 5/8"3 1/2"1/4"M1 MASONRY WALL UL #U910 RATING: 2-HOUR STC: N/A 8x8x16 CMU WALL 7 5/8"MASONRY WALLS M5 EXTERIOR WALL UL #U905 RATING: 2-HOUR STC: N/A 8x8x16 CMU WALL 7 5/8"EXTERIOR WEATHER BARRIER M4 MASONRY WALLUL #U910 RATING: 3-HOUR STC: 55 7 5/8"1-1/2" HAT CHANNEL AT 16" O.C. 5/8" TYPE X ABUSE RESISTANT GWB UNIT SIDE BATHROOM SIDE 2-LAYERS 5/8" TYPE X GWB 1/2"D20 CORRIDOR WALL UL #U411 RATING: 2-HOUR STC: 52 6" METAL STUDS AT 16" O.C. 1/2" HORIZONTAL RESILIENT CHANNEL AT 16" O.C. STAIR SIDE 9 1/2"1 1/4"1/2"1 1/4"2-LAYERS 5/8" TYPE X GWB 5/8" TYPE X ABUSE RESISTANT GWB 3-1/2" ACOUSTIC INSULATION 5/8" TYPE X GWB 6"DEMISING WALLS W11 PARTITION WALL RATING: N/A STC: N/A 5/8"6 3/4"5/8"5 1/2"5-1/2" METAL STUDS @ 16" O.C. 5/8" GWB W10 PARTITION WALL RATING: N/A STC: N/A 5/8"4 7/8"3 5/8"3-5/8" METAL STUDS AT 16" O.C. 5/8" GWB 5/8" GWB AIR SPACE 1x4 PT WD FURRING FIBER CEMENT PLANK SIDING EXTERIOR WALLS B1 EXTERIOR WALL UL #U___ RATING: N/A STC: N/A 8" METAL STUDS AT 16" O.C. CELLULOSE INSULATION INTERIOR 5/8" TYPE X GWB EXTERIOR 1/2" EXTERIOR GYPSUM SHEATHING 8"1 1/2"5/8"3 1/2"3 5/8"17 3/4"AIR SPACE S.S. BRICK TIE, FASTEN THROUGH SHEATHING TO STUDS B2 EXTERIOR WALL UL #U___ RATING: N/A STC: N/A 8" METAL STUDS AT 16" O.C. CELLULOSE INSULATION INTERIOR 5/8" GWB TYPE X EXTERIOR 5/8"3 5/8"15 3/4"BRICK VENEER MASONRY B4 EXTERIOR WALL UL #U___ RATING: 1-HOUR STC: N/A INTERIOR 5/8"D21 PLUMBING WALL UL #U458 RATING: 1-HOUR STC: 57 3-5/8" METAL STUDS AT 16" O.C.5/8"5/8" MOLD & MOISTURE RESISTANT TYPE X GWB 3-1/2" ACOUSTIC INSULATION 8 3/4"5/8"3 5/8"1/4"3 5/8"9 3/4"5/8"1 1/2"11 7/16"3/4"1/2"5 1/2"1/2"D3 CORRIDOR WALL UL #U311 RATING: 1 HOUR STC: 52 2x6 WD STUDS AT 16" O.C. 1/2" RESILIENT CHANNEL AT 24" O.C.7 1/4"5/8"1/2"5/8"5/8" TYPE X GWB 5/8" TYPE X GWB3-1/2" ACOUSTIC INSULATION AIR SPACE S.S. BRICK TIE, FASTEN THROUGH SHEATHING TO STUDS BRICK VENEER MASONRY EXTERIOR 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS AIR SPACE S.S. BRICK TIE, FASTEN THROUGH SHEATHING TO STUDS BRICK VENEER MASONRY3 5/8"3 1/2"1 1/2"5 1/2"14 3/4"B5 EXTERIOR WALL UL #U___ RATING: 1-HOUR STC: N/A 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION INTERIOR 5/8" TYPE X GWB 5/8"EXTERIOR 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS AIR SPACE S.S. BRICK TIE, FASTEN THROUGH SHEATHING TO STUDS BRICK VENEER MASONRY3 5/8"1 1/2"1 1/2"5 1/2"12 3/4"B6 EXTERIOR WALL UL #U___ RATING: 1-HOUR STC: N/A 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION INTERIOR 5/8" TYPE X GWB 5/8"EXTERIOR 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS AIR SPACE S.S. BRICK TIE, FASTEN THROUGH SHEATHING TO STUDS BRICK VENEER MASONRY3 5/8"3 1/2"1 1/2"5 1/2"15 1/4"1/2" PLYWOOD 1/2"E1 EXTERIOR WALL UL #U356 RATING: 1-HOUR STC: N/A 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION INTERIOR 5/8" TYPE X GWB EXTERIOR 8 3/8"5/8"E2 EXTERIOR WALL UL #U356 RATING: 1-HOUR STC: N/A INTERIOR EXTERIOR 8 7/8"5/8"2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 5/8" TYPE X GWB 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. AIR SPACE 1x4 PT WD FURRING FIBER CEMENT PLANK SIDING AIR SPACE 1x4 PT WD FURRING FIBER CEMENT PLANK SIDING 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS EXTERIOR WALLS 1 1/2"5 1/2"1/2"3/4"E3 EXTERIOR WALL UL #U356 RATING: 1-HOUR STC: N/A INTERIOR EXTERIOR 9 1/2"1 1/4"2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 2-LAYERS 5/8" TYPE X GWB 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. AIR SPACE 1x4 PT WD FURRING FIBER CEMENT PLANK SIDING 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1 1/2"5 1/2"1/2"3/4"E4 EXTERIOR WALL UL #U356 RATING: 1-HOURSTC: N/A 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION INTERIOR 5/8" TYPE X GWB EXTERIOR 8 3/8"5/8"E5 EXTERIOR WALL UL #U356 RATING: 1-HOUR STC: N/A INTERIOR EXTERIOR 5/8"2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1 1/2"5 1/2"1/2"E6 EXTERIOR WALL UL #U356 RATING: 1-HOUR STC: N/A INTERIOR EXTERIOR 1 1/4"2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1 1/2"5 1/2"1/2"3/4"1 1/2"5 1/2"ALUMINUM TRIM EZ6-7 E7 EXTERIOR WALL UL #U301 RATING: 2-HOUR STC: N/A INTERIOR EXTERIOR 1 1/4"2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 2-LAYERS 5/8" TYPE X GWB 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1 1/2"5 1/2"AIR SPACE 1x4 PT WD FURRING, FASTEN THROUGH SHEATHING TO STUDS AND/OR BLOCKING, TYP. 5/16" FIBER CEMENT PANELS ALUMINUM TRIM EZ6-7 AIR SPACE 1x4 PT WD FURRING 5/16" FIBER CEMENT PANELS ALUMINUM TRIM EZ6-7 AIR SPACE 1x4 PT WD FURRING B3 RESERVED 1/2"3 1/2"E8 EXTERIOR WALL UL #U404 RATING: 1-HOUR STC: N/A EXTERIOR AIR SPACE 1x4 PT WD FURRING, FASTEN TO METAL FRAMING FIBER CEMENT PLANK SIDING 1/2" EXTERIOR GYPSUM SHEATHING EXTERIOR WALLS INTERIOR 8" METAL STUDS AT 16" O.C. CELLULOSE INSULATION 5/8" TYPE X GWB E9 EXTERIOR WALL UL #U404 RATING: 1-HOUR STC: N/A EXTERIOR AIR SPACE FIBER CEMENT PLANK SIDING INTERIOR 6" METAL STUDS AT 16" O.C. CELLULOSE INSULATION 5/8" TYPE X GWB 0"6"1/2"1/2" PLYWOOD CORRIDOR SIDE UNIT SIDE1/2"WEATHER BARRIER 1-1/2" XPS INSULATION 1/2" EXTERIOR GYPSUM SHEATHING WEATHER BARRIER 1-1/2" XPS INSULATION 8"1/2"1 1/2"1 1/2"3/4"1 1/2"5 1/2"8 7/8"3/4"AIR SPACE 1x4 PT WD FURRING, FASTEN THROUGH SHEATHING TO STUDS AND/OR BLOCKING, TYP. 5/16" FIBER CEMENT PANELS 9 1/2"3/4"9"3/4"11 3/8"E10 EXTERIOR WALL UL #U404 RATING: 1-HOUR STC: N/A EXTERIOR INTERIOR 8" METAL STUDS AT 16" O.C. CELLULOSE INSULATION 5/8" TYPE X GWB AIR SPACE 1x4 PT WD FURRING 5/16" FIBER CEMENT PANELS ALUMINUM TRIM EZ6-7 11 3/8"D9 DEMISING WALL UL #U305 RATING: 1 HOUR STC: N/A 2x6 WD STUDS AT 16" O.C. 5/8" TYPE X GWB 5/8" TYPE X GWB 5/8"5 1/2"5/8"6 3/4"3 1/2"W8 FURRING WALL RATING: N/A STC: N/A 5/8"2x6 WD STUDS AT 16" O.C. 5/8" GWB 6 1/8"5 1/2"W9 STAIR WALL RATING: N/A STC: N/A 5/8"2x4 WD STUDS AT 16" O.C.6 3/4"5 1/2"5/8"5/8" TYPE X ABUSE RESISTANT GWB 5/8" TYPE X ABUSE RESISTANT GWB 1/2" PLYWOOD 1/2"5/8"8"1/2"1 1/2"1 1/2"5 1/2"D5 DEMISING WALL UL #U334 RATING: 2 HOURSTC: 58 1 1/4"8 1/2"1 1/4"2x6 WD STUDS AT 16" O.C. ELEC. ROOM SIDE UNIT/CORRIDOR SIDE 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C.2-LAYERS 5/8" TYPE X GWB 5/8" TYPE X ABUSE RESISTANT GWB5/8" TYPE X GWB 3-1/2" MINERAL WOOL INSULATION 5 1/2"1/2"D6 DEMISING WALL UL #U334 RATING: 2 HOUR STC: N/A 1 1/4"8 1/2"1 1/4"2x6 WD STUDS AT 16" O.C. ELEC. ROOM SIDE UNIT/CORRIDOR SIDE 2-LAYERS 5/8" TYPE X GWB 2-LAYERS 5/8" TYPE X GWB 3-1/2" MINERAL WOOL INSULATION 1/2"5 1/2"1/2" PLYWOOD D8 DEMISING WALL UL #U344 RATING: 1 HOUR STC: 52 2x6 WD STUDS AT 16" O.C. 1/2" HORIZONTAL RESILIENT CHANNEL AT 24" O.C. STORAGE SIDE UNIT SIDE 7 7/8"1 1/4"1/2"5/8"5/8" TYPE X GWB 3-1/2" ACOUSTIC INSULATION 2-LAYERS 5/8" TYPE X GWB 5 1/2"2-LAYERS 5/8" TYPE X GWB WEATHER BARRIER 1-1/2" XPS INSULATION 5/8"8"1/2"1 1/2"3/4"1x4 PT WD FURRING, FASTEN TO METAL FRAMING, TYP.1/2" EXTERIOR GYPSUM SHEATHING WEATHER BARRIER 1-1/2" XPS INSULATION 3/4"3/4"1/2" EXTERIOR GYPSUM SHEATHING WEATHER BARRIER 1-1/2" XPS INSULATION 5/8" TYPE X GWB D10 DEMISING WALL UL #U301 RATING: 2 HOUR STC: N/A 2x6 WD STUDS AT 16" O.C. 2-LAYERS 5/8" TYPE X GWB 2-LAYERS 5/8" TYPE X GWB 1 1/4"5 1/2"1 1/4"8"3" XPS INSULATION 3" HORIZONTAL GALV. METAL Z-FURRING AT 24" O.C.3"8x8x16 CMU WALL M3 ELEVATOR WALL UL #U905 RATING: 2-HOUR STC: N/A 8x8x16 CMU WALL 5/8"5/8" GWB 2x6 WD STUDS AT 16" O.C.14"7 5/8"5 1/2"1/4"3-1/2" ACOUSTIC INSULATION 5/8" GWB 2x4 WD STUDS AT 16" O.C.3-1/2" ACOUSTIC INSULATION D12 SHAFT WALL UL #U415 RATING: 2 HOUR STC: 48 1"2-1/2" C-H STUDS AT 24" O.C. 2 LAYERS 1/2" FIRECODE C ABUSE RESISTANT GWB 1-1/2" MINERAL WOOL INSULATION 1" GYPSUM SHAFT LINER 3 1/2"1 1/2"1"FIBER CEMENT PLANK SIDING 3 1/2" ACOUSTIC INSULATION 5/8"5/8" GWB3 1/2" ACOUSTIC INSULATION W12 BATH WALL RATING: N/A STC: 55 5/8"8 1/2"5/8"7 1/4"2x4 WD STUDS AT 16" O.C. BATHROOM SIDE 3 1/2" ACOUSTIC INSULATION BATHROOM SIDE 5/8" MOLD & MOISTURE RESISTANT GWB 3 NOTE: W12 IS PROVIDED FOR COORDINATION PURPOSES ONLY. THIS WALL WAS DRAWN IN THE CONTRACT SET. W13 SHEAR WALL UL #U303 RATING: 1-HOUR 5/8"5 1/4"5/8"3 1/2" ACOUSTIC INSULATION 3 1/2"2x4 WD STUDS AT 16" O.C. 5/8" TYPE X GWB 5/8" TYPE X GWB 1/2"1/2" PLYWOOD, SEE STRUCTURAL FOR SHEAR WALLS W14 SHEAR WALL UL #U303 RATING: 1-HOUR 5/8"7 1/4"5/8"3 1/2" ACOUSTIC INSULATION 5 1/2"2x6 WD STUDS AT 16" O.C. 5/8" TYPE X GWB 5/8" TYPE X GWB 1/2"1/2" PLYWOOD, SEE STRUCTURAL FOR SHEAR WALLS NOTE: W13 & W14 ARE PROVIDED FOR COORDINATION WITH THE STRUCTURAL SHEAR WALL LOCATIONS WITHIN UNITS. THESE WALLS SHALL BE 1-HOUR FIRE RATED FOR ALL PENETRATIONS. 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" BW DA 2017-10-24 A004 WALL TYPES NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 C6 STAIR FLOOR / CEILING UL #L_ RATING: N/A STC: N/A IIC: N/A 3/4" PLYWOOD SHEATHING LEVEL REFERENCE TOP OF PLYWOOD FINISH FLOOR (SEE SCHEDULE)2x10 FLOOR JOISTS AT 16" O.C. (SEE STRUCTURAL) 1x3 WD STRAPPING AT 16" O.C.11 1/4"5/8"5/8"9 1/4"3/4"12 GA. HANGER WIRE C10 RETAIL FLOOR / CEILING UL #D916 RATING: 2-HOUR STC: - IIC: - 7-1/2" COMPOSITE DECK, SEE STRUCTURALLEVEL REFERENCE TOP OF CONCRETE FINISH FLOORING, SEE SCHEDULE WIDE-FLANGE BEAM, SEE STRUCTURAL 7 1/2"1-HR SPRAY FIREPROOFING VARIESC11 LOBBY FLOOR / CEILING UL #D916 RATING: 2-HOUR STC: - IIC: - 7-1/2" COMPOSITE DECK, SEE STRUCTURAL LEVEL REFERENCE TOP OF CONCRETE FINISH FLOORING, SEE SCHEDULE WIDE-FLANGE BEAM, SEE STRUCTURAL 7 1/2"1-HR SPRAY FIREPROOFING VARIES5/8" GWB SUSPENDED GWB FRAMING SEE SECTIONS / RCP's1 5/8"7/8"5/8"R3 UNIT CEILING / ROOF UL #L501 RATING: 1-HOUR STC: N/A IIC: N/A LEVEL REFERENCE TOP OF PLYWOOD 12 GA. HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE 5/8" FIRECODE C GWB, FIRE-TAPED FINISH 3/4"R2 "R2" IS THE SAME ASSEMBLY AS "R1", EXCEPT THAT THE CEILING FINISH IS 5/8" MOLD & MOISTURE RESISTANT FIRECODE C GWB 2x8 ROOF JOISTS AT 16" O.C. (SEE STRUCTURAL)3/4" PLYWOOD DECK VAPOR BARRIER R6 STAIR CEILING / ROOF SIMILAR TO UL #L541 RATING: 2-HOUR STC: N/A IIC: N/A LEVEL REFERENCE TOP OF PLYWOOD 2-LAYERS 5/8" FIRECODE C GWB 5/8"9 1/4"3/4"R7 CANOPY CEILING / ROOF UL N/A RATING: N/A STC: N/A IIC: N/A 11 1/4"3/4"4"3/4"CEILING / FLOORS CEILING / ROOFS R1 UNIT CEILING / ROOF UL #P531 RATING: 1-HOUR STC: N/A IIC: N/A WD TRUSSES AT 24" O.C. (SEE STRUCTURAL) 3/4" PLYWOOD DECK 3 1/2" ACOUSTIC INSULATION 1/2" RESILIENT CHANNEL AT 16" O.C. 5/8" FIRECODE C GWB VAPOR BARRIER C1 TYPICAL FLOOR / CEILING UL #L521 RATING: 1-HOUR STC: 63 IIC: 58 3 1/2" ACOUSTIC INSULATION 1/2" RESILIENT CHANNEL AT 16" O.C. LEVEL REFERENCE TOP OF GYPCRETE FINISH FLOORING, SEE SCHEDULE 1 1/4"3/4"20"1/2"5/8"23 1/8"C2 BATHROOM FLOOR / CEILING UL #L521 RATING: 1-HOUR STC: 62 IIC: 53 20" WD TRUSSES AT 24" O.C. (SEE STRUCTURAL) 3/4" SUBFLOOR 3 1/2" ACOUSTIC INSULATION 1/2" RESILIENT CHANNEL AT 16" O.C. 5/8" FIRECODE C "MOLD & MOISTURE RESISTANT" GWB LEVEL REFERENCE TOP OF GYPCRETE 1/4" ACOUSTIC MAT 1" GYPCRETE 1"1"20"1/2"5/8"23 1/8"C4 CORRIDOR FLOOR / CEILING UL #L570 RATING: 1-HOUR STC: N/A IIC: N/A HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE 5/8" TYPE FIRECODE C GWB, FIRE-TAPED FINISH 5/8"7 1/4"3/4"2x8 WD JOISTS AT 16" O.C. (SEE STRUCTURAL) 5/8" GWB1-5/8" METAL FRAMING AT 16" O.C. CEILING / FLOORS 1 5/8"5/8"C7 UTILITY FLOOR / CEILING UL #M510 RATING: 2-HOUR STC: ?? IIC: ?? 3 1/2" ACOUSTIC INSULATION 5/8" FIRECODE C GWB LEVEL REFERENCE TOP OF GYPCRETE C3 UNIT FLOOR / CEILING UL #L502RATING: 1-HOUR STC: 60 IIC: 52 LEVEL REFERENCE TOP OF GYPCRETE HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK 3/4"2x8 WD JOISTS AT 16" O.C. (SEE STRUCTURAL) 5/8" FIRECODE C GWB1-5/8" METAL FRAMING AT 16" O.C.23 1/8"3 1/2" ACOUSTIC INSULATION 1/2" RESILIENT CHANNEL AT 16" O.C.7 1/4"1 5/8"1/2"5/8"11 1/8"SPACE FOR HVAC FAN COIL ROLLER-APPLIED CRACK SUPRESSION MEMBRANE THIN SET FINISH TILE FLOORING, SEE SCHEDULE 20" WD TRUSSES AT 24" O.C. (SEE STRUCTURAL) 3/4" SUBFLOOR 1/4" ACOUSTIC MAT 1" GYPCRETE 5/8" FIRECODE C GWB FINISH FLOORING, SEE SCHEDULE3/4" SUBFLOOR 1/4" ACOUSTIC MAT 1" GYPCRETE 1 1/4"FINISH FLOORING, SEE SCHEDULE3/4" SUBFLOOR 1/4" ACOUSTIC MAT 1" GYPCRETE LEVEL REFERENCE TOP OF GYPCRETE SPACE FOR HVAC DUCTS 1 1/4"13 7/8"26"C5 CORRIDOR FLOOR / CEILING UL #L570 RATING: 1-HOUR STC: N/A IIC: N/A HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE 5/8" TYPE FIRECODE C GWB, FIRE-TAPED FINISH 5/8"11 1/4"3/4"2x12 WD JOISTS AT 24" O.C. (SEE STRUCTURAL) 5/8" GWB1-5/8" METAL FRAMING AT 16" O.C.1 5/8"5/8"FINISH FLOORING, SEE SCHEDULE3/4" SUBFLOOR 1/4" ACOUSTIC MAT 1" GYPCRETE LEVEL REFERENCE TOP OF GYPCRETE SPACE FOR HVAC DUCTS 1 1/4"12 5/8"28 3/4"1/2" RESILIENT CHANNEL AT 16" O.C. 2-LAYERS 5/8" FIRECODE C GWB FINISH FLOORING, SEE SCHEDULE3/4" SUBFLOOR 1/4" ACOUSTIC MAT 1" GYPCRETE 24 3/8"5/8" HIGH-ABUSE RESISTANT GWB 1 1/4"3/4"20"5/8"1/2"1 1/4"C12 LOBBY FLOOR / CEILING UL #D916 RATING: 2-HOUR STC: - IIC: - 7-1/2" COMPOSITE DECK, SEE STRUCTURAL LEVEL REFERENCE TOP OF CONCRETE FINISH FLOORING, SEE SCHEDULE WIDE-FLANGE BEAM, SEE STRUCTURAL 7 1/2"1-HR SPRAY FIREPROOFING VARIES12 GA. HANGER WIRE ACOUSTIC TILE CEILINGACT SUSPENSION SYSTEM SEE SECTIONS/RCP's3/4"LEVEL REFERENCE TOP OF PLYWOOD 21 7/8"5/8"1/2"20"3/4"POLYISO INSULATION, R-40 MIN. 1/2" COVERBOARD FULLY-ADHERED TPO MEMBRANE POLYISO INSULATION, R-40 MIN. 1/2" COVERBOARD FULLY-ADHERED TPO MEMBRANE 1-5/8" METAL FRAMING AT 16" O.C. SPACE FOR HVAC FAN COIL 21 7/8"1 5/8"5/8"2x10 ROOF JOISTS AT 16" O.C. (SEE STRUCTURAL)3/4" PLYWOOD DECK VAPOR BARRIER POLYISO INSULATION, R-40 MIN. 1/2" COVERBOARD FULLY-ADHERED TPO MEMBRANE R4 CORRIDOR CEILING / ROOF UL #L501 RATING: 1-HOUR STC: N/A IIC: N/A LEVEL REFERENCE TOP OF PLYWOOD HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE 5/8" FIRECODE C GWB, FIRE-TAPED FINISH 5/8"7 1/4"3/4"2x8 ROOF JOISTS AT 16" O.C. (SEE STRUCTURAL)3/4" PLYWOOD DECK VAPOR BARRIER POLYISO INSULATION, R-40 MIN. 1/2" COVERBOARD FULLY-ADHERED TPO MEMBRANE 5/8" GWB1-5/8" METAL FRAMING AT 16" O.C. SPACE FOR HVAC DUCTS SEE SECTIONS/RCP's1 5/8"5/8"7 1/4"11 5/8"R5 CORRIDOR CEILING / ROOF UL #L501 RATING: 1-HOUR STC: N/A IIC: N/A LEVEL REFERENCE TOP OF PLYWOOD HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE 5/8" FIRECODE C GWB, FIRE- TAPED FINISH 5/8"11 1/4"3/4"2x8 ROOF JOISTS AT 16" O.C. (SEE STRUCTURAL)3/4" PLYWOOD DECK VAPOR BARRIER POLYISO INSULATION, R-40 MIN. 1/2" COVERBOARD FULLY-ADHERED TPO MEMBRANE 5/8" GWB1-5/8" METAL FRAMING AT 16" O.C. SPACE FOR HVAC DUCTS SEE SECTIONS/RCP's1 5/8"5/8"C8 SHAFT FLOOR / CEILING UL #L511 RATING: 2-HOUR STC: N/A IIC: N/A 2-LAYERS 3/4" PLYWOOD SHEATHING LEVEL REFERENCE TOP OF PLYWOOD 2x10 FLOOR JOISTS AT 24" O.C. (COORDINATE LAYOUT WITH HVAC)12 1/2"5/8"9 1/4"1 1/2"5/8" FIRE CODE C GWB 1/2"5/8"1/2" RESILIENT CHANNEL AT 16" O.C.5/8" FIRE CODE C GWB 2-LAYERS FIRECODE C 5/8" GWB SUSPENDED GWB FRAMING 12 GA. HANGER WIREC9 DROP CEILING UL #G557 RATING: 2-HOUR STC: N/A IIC: N/A 7/8" HAT CHANNEL AT 12" O.C. 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" Designer Author 2017-10-24 A005 FLOOR / CEILING TYPES NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION No. REVISIONS/SUBMISSIONS Date AB C UP A-14 A504 A-13 A502 A-7 A620 A-4 A501 A-8 A501 A 7 E 5 101 F C D G 2 3 B A-1 A505 A-1 A501 A-11 A501 A-1 A502 A-4 A502 A-7 A502 A-1 A506 A-1 A506 A-7 A504 A-4 A301 A-10 A504 A-1 A303 A-8 A301 A-1 A301 H-1 A510 L-8 A511 A-1 A511 M-5 A201 A-12 A509 J-5 A506 A-8 A511 4 6 H J K L Q 9 M R 8 M-12 A201 M-1 A201 A-4 A511 J-1 A506 K-8 A512 18 A-1 A560 A-5 A560 70" 40 3/8" 76"70"R 47'-5 1/4"7 7/8"2'-3 7/8"2'-3 7/8" 4.67° 7.68°4.84°7.67°4.84°7.68°4.67°39 3/8"8"14"16"16" 8"8" 10'-3 1/8"10'-10"1'-8"1'-0" 4'-7 3/4"2'-8"5'-10 5/8"9'-2"6'-0 1/2" 13 1/2"2'-8 3/8"5'-0"3'-0"6'-0"3'-0"6'-0"2'-8"28'-4 3/8"3 1/2"4 1/2" 8" 2 1/2" 13 1/2" 16"6'-4"5'-3 3/8"6'-4"7'-3"10'-5 1/4"4 3/4"35'-7 5/8"5'-9" 8"3'-9"14'-0 7/8"6'-4"5'-0"6'-4"6'-0"3'-9 1/2" 8" 16" 13 1/2"2 1/2" 16" WALL8'-1 5/8"100'-6 7/8"23'-10 7/8"46'-0"14'-10 1/2"38'-4"2'-4 5/8"36"8"9'-9 1/4"3'-4"1'-9 1/4"3'-9"11'-3"8"56 1/2"16" 8"8"14'-3"10'-10 3/4"5'-9" 96'-5 7/8"5'-0"46 1/2" 8" 8'-6"6'-11"9'-10"8'-3"8"36'-3 7/8"8"43'-0 1/4"9 3/8"3'-4"4'-0 1/4"16'-4 1/8"15'-0"13'-0"8"5"4'-7 7/8"6'-10"11'-0"3'-10"9'-9 1/2"2'-6 3/8"5'-3 5/8"19'-0"8'-11 5/8"9'-7"17'-0 1/4"16'-4 1/8"15'-0"4'-0 3/4"8'-11 1/4"8 1/2"10'-0 7/8"23'-1 5/8"14 3/8"1'-0"20'-4"1'-0"7'-6"7'-6"5'-0"5'-0" 16"8"2 3/4"5 1/4"6'-4"17'-2 7/8"40'-10 5/8"8"36"NOTE: FOUNDATION PLAN IS PROVIDED FOR DIMENSIONAL COORDIANTION ONLY. SEE STRUCTURAL FOUNDATION PLAN & DETAILS. 143'-8 3/4"6'-4"1'-0 5/8"7'-2 7/8"13 1/2"12 3/8"121'-7" TOC 123'-7" TOC [118'-3"]120'-11" TOC 122'-3" TOC 8 1/2"7 1/2"121'-7" TOC122'-9" TOC[118'-0"] 122'-9" TOC 121'-7" TOC 8 1/2"7 1/2" 120'-11" TOC 122'-3" TOC 6'-0"122'-9" TOC 121'-7" TOC 120'-11" TOC 122'-3" TOC 7 1/2"8 1/2"[118'-3"]123'-3" TOC 121'-7" TOC 123'-3" TOC SLAB STEP 122'-1" TOC 123'-3" TOC 123'-3" TOC 120'-11" TOC122'-3" TOC121'-7" TOC122'-6" TOC122'-6" TOC120'-11" TOC122'-6" TOC121'-7" TOC120'-11" TOC122'-3" TOC122'-3" TOC121'-7" TOC122'-3" TOC121'-7" TOC122'-3" TOC121'-7" TOC120'-11" TOC122'-3" TOC121'-7" TOC 122'-3" TOC 122'-3" TOC 120'-11" TOC 121'-7" TOC 122'-3" TOC [118'-3"][118'-3"]122'-3" TOC 120'-11" TOC 121'-7" TOC 122'-3" TOC 123'-3" TOC [118'-3"] 120'-11" TOC122'-3" TOC 123'-3" TOC 121'-7" TOC 122'-3" TOC 3"5" 8" 121'-7" TOC 122'-3" TOC 5"3" 122'-9" TOC 122'-1" TOC 123'-3" TOC 123'-3" TOC 122'-1" TOC122'-9" TOC 123'-3" TOC [118'-3"][118'-3"]124'-3 3/4" TOC123'-7 3/4" TOC124'-3 3/4" TOC123'-7 3/4" TOC123'-3" TOC123'-9" TOC121'-1" TOC 123'-5 1/2" TOC 42 7/8"124"85"137 3/4"54 1/2"123'-9" TOC 123'-5 1/2" TOC 123'-9" TOC 121'-1" TOC 122'-9" TOC124'-3 3/4" TOCN1 [118'-0"]123'-9" TOC121'-1" TOC122'-9" TOC121'-1" TOC8"124'-4 3/4" TOC123'-7 3/4" TOC124'-4 3/4" TOC 123'-7 3/4" TOC 124'-4 3/4" TOC 123'-7 3/4" TOC[118'-3"][118'-3"] [118'-3"] [118'-3"][118'-3"][118'-3"] [118'-3"] [118'-3"] [118'-3"] 16"16"121'-7 1/4" TOC 121'-7 1/4" TOC 121'-7 1/4" TOC 121'-7 1/4" TOC [118'-3"] [117'-3"][118'-3"][118'-3"][117'-5"]8"2"8'-6 1/4"15'-8 3/4" [118'-3"] [118'-3"][118'-3"][118'-3"]122'-3" TOC [118'-3"][118'-3"]122'-9" TOC 121'-11" TOC 122'-9" TOC 121'-11" TOC 124'-3 3/4" TOC 123'-7 3/4" TOC 124'-3 3/4" TOC 123'-7 3/4" TOC 5"3" 124'-3 3/4" TOC 123'-7 3/4" TOC [117'-3"]124'-3 3/4" TOC121'-7 1/4" TOC123'-7 3/4" TOC123'-7 3/4" TOC 124'-3 3/4" TOC [116'-3"] [117'-3"][117'-3"][117'-3"][117'-3"]124'-4 3/4" TOC123'-7 3/4" TOC121'-6 3/4" TOC 123'-7 3/4" TOC 120'-11 1/4" TOC124'-3 3/4" TOC 123'-7 3/4" TOC123'-9 3/4" TOC8"28"8"11'-3 7/8"8"5"3"8'-9 1/2" 124'-3 3/4" TOC 123'-7 3/4" TOC [117'-3"] [121'-1"] 124'-3 3/4" TOC123'-7 3/4" TOC [121'-1"][121'-1"][121'-1"][121'-1"] [117'-3"] N-11 A512 [118'-3"] [118'-3"] [118'-3"] [116'-9"]12'-1 3/4"[118'-3"][118'-3"][118'-3"][118'-3"] N2 [117'-3"]MATCHLINE [STEP FOOTING][116'-3"][116'-3"]123'-7 3/4" TOC124'-3 3/4" TOC123'-7 3/4" TOC124'-3 3/4" TOC[117'-0"] [117'-9"] 29 1/2" 122'-3" TOC 122'-3" TOC123'-7" TOC 122'-3" TOC [118'-3"] [122'-7 3/4"] [122'-7 3/4"][122'-7 3/4"][122'-7 3/4"][122'-7 3/4"][122'-7 3/4"][122'-7 3/4"][122'-7 3/4"][122'-7 3/4"][122'-7 3/4"] A-1 A503 K-8 A506 A-10 A506 A-10 A502 W 12 17 V 14 15 S P N 16 A-10 A503 A-13 A506 A-1 A504 A-4 A504 13 L-7 A303 A-7 A303 11 U T 396 SFSTORAGE HALL 18'-11 3/8" 3"10"22'-8 3/8"10"10"17'-3 3/8"10" 22'-0 3/4"7'-4" 29'-4 3/4" 1'-1 1/2"3'-4 3/8"6'-0"9'-4"3'-4"6'-0"3'-7 5/8"4'-0"3'-4" 8 1/2" 8'-0 3/8"13'-7 5/8"41'-6 3/4" 10"18'-1 3/8"7'-7 3/8"7'-6 1/2"7'-6 1/2"17'-10 3/8"9'-4 3/4" 5 1/8" 4 7/8"4'-4 3/8"6'-4"4'-4"6'-4"4'-4"5'-8"4'-8 3/8"67'-8 5/8"36'-0 3/4"31'-8"1'-1 1/2"3'-1 1/8"28'-4 7/8"8'-2 5/8"7'-6 1/2"7'-10 7/8"10'-3 3/4"1'-1 1/2"PROPERTY LINE13 1/2"2 1/2"16"NOTE: FOUNDATION PLAN IS PROVIDED FOR DIMENSIONAL COORDIANTION ONLY. SEE STRUCTURAL FOUNDATION PLAN & DETAILS. TRUNCATE FOOTING TO PROPERTY LINE 9'-4 7/8"12'-2" 1'-8 7/8" 11'-8"6'-4 7/8"7'-4"11"8"11"13 1/2"2 1/2"16"46 1/8"16"8"8"9 3/8" 14 1/4" 13 1/2" 13 1/2" 2 1/2"13 1/2"11 1/2"2 1/2"14"[112'-3 3/4"] [111'-3 3/4"] [115'-3"] [117'-3"] [115'-3"] 13 1/2" 2 1/2"118'-5 1/2" TOC119'-9 5/8" TOC[115'-3"][115'-3"][112'-3 3/4"][115'-3"]7 1/2"8 1/2"119'-9 5/8"TOC118'-8 1/2" TOC120'-7 3/4"TOC120'-7 3/4" TOC 119'-9 5/8" TOC 119'-9 5/8" TOC 118'-5 1/2" TOC 123'-8 1/4" TOC 123'-8 1/4"TOC123'-8 1/4" TOCGC TOCOORDINATE BEAM POCKET LOCATIONS 124'-3 3/4" TOC 123'-8 1/4" TOC 119'-9 5/8" TOC 123'-7 3/4" TOC 123'-7 3/4" TOC 124'-3 3/4" TOC [115'-3"]123'-7 3/4" TOC 124'-3 3/4" TOC 121'-9 1/2" TOC118'-5 1/2" TOC 119'-9 5/8" TOC118'-5 1/2" TOC119'-9 5/8" TOC 119'-1 1/2" TOC 119'-9 5/8" TOC 119'-9 5/8" TOC 118'-5 1/2" TOC 119'-1 1/2" TOC 119'-9 5/8" TOC [115'-3"][115'-3"]7 1/2"8 1/2" 8 1/2"7 1/2" 119'-1 1/2" TOC 119'-9 5/8" TOC 118'-5 1/2" TOC119'-9 5/8" TOC 119'-9 5/8" TOC 119'-1 1/2" TOC 119'-9 5/8" TOC 118'-5 1/2" TOC119'-9 5/8" TOC 119'-1 1/2" TOC 119'-9 5/8" TOC 118'-5 1/2" TOC119'-9 5/8" TOC 119'-1 1/2" TOC 119'-9 5/8" TOC 118'-5 1/2" TOC 119'-9 5/8" TOC [111'-3 3/4"] 123'-11 1/4" TOC 5'-0"8'-8" SLOPED TOP OF WALL 3"5"5"3"8"MATCHLINE [112'-3 3/4"] [116'-3"]8"[116'-3"]STEP FOOTING 123'-7 3/4" TOC124'-3 3/4" TOC7 1/2"8 1/2"GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD & MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS, CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALLRUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A100 FOUNDATION DIMENSION PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION No. REVISIONS/SUBMISSIONS Date 1 MASONRY WALL REVISIONS 2017-10-13 1/8" = 1'-0" A-1 BASEMENT - DIMENSION 1 1/8" = 1'-0" A-10 BASEMENT - DIMENSION 2 KEYED FOUNDATION NOTES N1. GC TO COORDINATE CONCRETE OPENING WIDTH FOR ELEVATOR DOOR WITH MANUFACTURER'S SHOP DRAWINGS. N2. LOWER FOOTING FOR SANITARY SEWER INVERT. DW AB C REF. DW WDREF. UP DN REF.REF.REF. UP REF.DW DW REF.DWD DN UP W W/D W/D W/D W/D W/D DN REF.REF. DN UP A201F-1 A201 A202 G-1 A-1 MAILBOXES 124.31' A202 A-1 BED 1 LIVING / DINING A-14 A504 LIVING / DININGBED 1 BED 2 BED 3 LIVING / DININGBED 2BED 1 LIVING / DINING BED 1 BED 2 LIVING / DINING BED 2BED 1 A-1 A503 119.8' K-8 A506 A-13 A502 ELEC. 1 FP / WATER / MECH RENTAL OFFICE B-T9B-T9 598 SF COMMUNITY ROOM 640 SFLOBBY BED 1 BED 2 LIVING / DINING MAINTENANCE JANITOR CONTROL ROOM RAMP VESTIBULE RENTAL OFFICE MEETING B-T9 VESTIBULE LAUNDRY 119.8' A-7 A620 A-10 A506 A-4 A501 A-8 A501 A 7 E 5 101 F C D G D2 D1 D2 D4 E1 D1 D9 121111 D1 D9 D9 M1 M1 M1 B1 B1 B1 B1 E8 E4 E10E8 E1 E8 M1 D3 D1 A-10 A502 K-T12B-T6B-T5 HALL W 12 17 V 14 15 2 3 B S P N 16 A-10 A503 B-T9 B-T9 K-T13 124.31'A-1 A505 A-1 A501 A-11 A501 104C 104A102A 154 155 132 131 105A 105B 105C 105D 126 102J 102E 102B 102D 102C 102F 102K 102H102G 102L 104D 104B 104G 104E 104F 104H 123 160 133 134 105E 120 124 122 125 128 116 129 163161 162 164 A-1 A502 A-4 A502 A-7 A502 A-1 A506 A-13 A506 A-1 A504 A-4 A504 117 A-7 A504 A-4 A301 ELEVATOR A-10 A504 STAIR 1 STAIR 2 STAIR 3 E8 A-1 A303 A-8 A301 D4 COMMERCIAL A521 M-6 D4 E1 B1 B1 B1 B1 B2 B1 E4 E1 E1 E1 E2 D1 E2 E1 E1 E1 E3 E3 E1 E4 D21 E9E8 E1 E1E1E1 E4 D21 D3 D3 W2 LIVING / DINING K-T7 HALL B-T2 BED 1 HALL B-T1 K-T1 COMMON CORRIDORCOMMON CORRIDOR K-T11 K-T1 HALL HALL B-T8 HALL B-T1 K-T1 A-1 A301 D2 D2 D1D1 D1 D1D1D1 E1 OFFICE 1 OFFICE 2 CONFERENCE ROOM SMALL CONFERENCE ROOM OFFICE 7 OFFICE 6 OFFICE 5 OFFICE 4 OFFICE 3 COMMUNITY SPECIALISTCOPY K-T14 H-1 A510 13 K-T7 106A 101A L-7 A303 119.8' 122.75' L-8 A511 A-1 A511 M-5 A201 A-12 A509 J-5 A506 110 D6 D6 D65 1/2"5 1/2"11'-7 1/8"5 1/2"9'-2 1/4"5 1/2"23'-5 3/8"5 1/2" A-8 A5115 1/2"23'-5 3/8"5 1/2"D1 D4 D7 D1 A-7 A303 MAAB GROUP 2 MAAB GROUP 2 D7 D3 E1 D1 D9 M1 M3 M4 M1 D1 D3 D9 D9 D3 D1 D1 D1 D1 W7 D3 E7 E4 E4 E1 W6 D10 11 U T FEC FEC FEC FEC FECFEC118 114 115 182 183 172 180 178 181 174 173 175 176 177 184 185 106B 106E 106D 106F 106C 106H106G 107B 107E 107D 107A 107F 107C 107H107G 101B 101E 101D 101F 101C 101G 101H 171 152 127 170 156 D10 D10 D9 4 6 HH JJ K L L Q 9 M R 8 122.25' 122.25' 122.25' 122.25' 122.75' 122.75' 122.75' 122.75' 124.31' 121.6' 124.31' 124.31' 124.31' 119.8' 119.8' 113 B-T2 HALL B-T1 M-12 A201 M-1 A201 B-T10 B-T10 CANOPY ABOVE CANOPY ABOVE CANOPY ABOVE A-4 A511 122.5' 4.0%4.0% PLUMBING VENT SHAFT J-1 A506 E4 LOBBYCORRIDOROFFICE LOBBY OFFICE CLOSET 112 K-8 A512 A1A1A1A1A1A1A1A1 A2 A2A4A4 A1 A2A2A2 A1 A1 A1 A1A1A1 A1A1A1A1A1A1A1 A1A1A1A1 A2 A1 A1 A1 A2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A3 A3A3A3 A2 A2 A2 A2 103A 103B 103C 103D 103E W4 151 130 140 153 18 G-1 A509 A509 G-8 TABLE BYOWNER A560 A-8 A-1 A560 32'-4" PROPERTY LINE 5'-6"21'-4"5'-6"1'-0"7'-0"1 EDGE OF NEIGHBORING STRUCTURE A-5 A560 A560 J-5 E2 E1 N-11 A512 10'-3 1/8"10'-10"1'-8" 1'-0" 4'-7 3/4"2'-8"5'-10 5/8"9'-2"6'-0 1/2"2'-6 3/8"5'-3 5/8"19'-0"8'-11 5/8"9'-7"17'-0 1/4"16'-4 1/8"15'-0"4'-0 3/4"8'-11 1/4"8 1/2"10'-0 7/8"23'-1 5/8"W7 W2 W2 W1 W3 W4 W5 W2W2W2 W7 3 3 W12 D1 W7 W1 3 W7 W1W2 W7 W2 W2 W2 W2W1W2 W4 W7 W2 W4 W5 W6 W73 W2 W2 W7 W2 W1 W7W1 W1 W2 3 W11W11 3 W1W1 W2 W1 W1 W3 W5 W3 W2 W2 W1 W2 W1W5W4 W3 W1 W2W1 D1 W1W2W5W4 W3 W2W2 W1 W1 D3 D1 D1W5 W4 W3W2 W10 W10 W10 W10 W10 W10 W10W10 W10 W10 W10 W10 W11 W10 W10 W10 W7 3 3 B1 B1B1 4 10'-6 1/2"7'-8 1/8"7'-6 1/2"8'-2 5/8"28'-4 7/8"3'-1 1/8"6 7 77 7 A-10 A402 10'-1"11'-4 5/8"10 11'-6 1/4"W2 10 D1W610 1010 W10 W10135 JAN. CLO. A-1 A503 K-8 A506 396 SF STORAGE 59 SF HALL 12 V S L-7 A303A-7 A303 11 U T191 190 3" 18'-8 3/8"8 3/8"23 5/8"32"9'-4 7/8"7'-8 1/8"7'-6 1/2"8'-2 5/8"47 15/16"40" 8 7/16"24'-4 3/8"8"1'-1 1/2" 2 1/2" 16"2 3/4"W9 W9 D20 W1 4 7/8"9 1/2"7'-5 1/2"1"6"4'-2 1/4"5 1/2" 3"3"5 1/2"A-1 A500 32 SF CLO. GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD & MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300 DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS, CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALL RUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC 3-BED (HC) UNIT 102 2-BED (HC) UNIT 104 2-BED UNIT 106 2-BED UNIT 107 1 BED UNIT 105 1-BED UNIT 103 2-BED UNIT 101 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A101 LEVEL 1 PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-10 BASEMENT ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 403 1-BED A-1 / A110 UNIT 404 1-BED A-1 / A110 UNIT 405 1-BED A-1 / A110 UNIT 406 2-BED F-1 / A110 UNIT 407 3-BED F-1 / A113 UNIT 408 3-BED A-1 / A113 UNIT 409 2-BED J-1 / A111 UNIT 410 2-BED F-1 / A110 UNIT 411 1-BED A-1 / A111 UNIT 412 2-BED F-1 / A110 UNIT 413 2 BED F-1 / A110 UNIT 414 2-BED F-1 / A110 UNIT 415 2 BED G-1 / A112 UNIT 416 2 BED M-1 / A112 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 305 1-BED A-1 / A110 UNIT 306 2-BED F-1 / A110 UNIT 307 3-BED F-1 / A113 UNIT 308 3-BED A-1 / A113 UNIT 309 2-BED (CBH) N-1 / A111 UNIT 310 2-BED F-1 / A110 UNIT 311 1-BED A-1 / A111 UNIT 312 2-BED F-1 / A110 UNIT 313 2-BED F-1 / A110 UNIT 314 2-BED F-1 / A110 UNIT 315 2-BED G-1 / A112 UNIT 316 2-BED M-1 / A112 LEVEL 4 UNIT 401 2-BED A-1 / A112 UNIT 402 2-BED A-10 / A104 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 207 3-BED F-1 / A113 UNIT 208 3-BED A-1 / A113 UNIT 209 2-BED (HC) N-1 / A111 UNIT 210 2-BED F-1 / A110 UNIT 211 1-BED (CBH) E-1 / A111 UNIT 212 2-BED F-1 / A110 UNIT 213 2-BED F-1 / A110 UNIT 214 2-BED F-1 / A110 UNIT 215 2-BED G-1 / A112 UNIT 216 2-BED M-1 / A112 LEVEL 3 UNIT 301 2 BED A-1 / A112 UNIT 302 2 BED A-10 / A104 UNIT 303 1-BED A-1 / A110 UNIT 304 1-BED A-1 / A110 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL LEVEL 1 UNIT 101 2-BED L-8 / A113 UNIT 102 3-BED (HC) L-1 / A113 UNIT 103 1-BED A-1 / A111 UNIT 104 2-BED (HC) M-8 / A111 UNIT 105 1 BED A-1 / A111 UNIT 106 2-BED F-1 / A110 UNIT 107 2-BED F-1 / A110 LEVEL 2 UNIT 201 2-BED A-1/A112 UNIT 202 2-BED A-10 / A104 UNIT 203 1 BED A-1 / A110 UNIT 204 1-BED A-1 / A110 UNIT 205 1-BED A-1 / A110 UNIT 206 2-BED F-1 / A110 No.REVISIONS/SUBMISSIONS Date 1 MASONRY WALL REVISIONS 2017-10-13 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 4 ASI - Window Revisions 2017-12-21 6 ASI-04 - Slab Step and Grid V Revisions 2018-02-01 7 PR-04 - Office Layout Revisions 2018-04-04 10 PR-06 - Unit Bathroom Revisions 2018-03-08 UP DWREF.AB C DW REF.DWDN UP DW REF.DW WD DWWD REF. DW DW DWREF.DWREF. REF.REF. REF.REF.DN REF. REF. REF.REF.DNUP DW REF. DW REF. A201F-1 A201 A202 G-1 A-1 A202 A-1 A-14 A504 LIVING / DINING BED 2BED 1 BED 3 BED 2 BED 1 LIVING / DINING A-1 A503 A-1 A503 BED 1 BED 3 BED 2 LIVING / DINING STORAGE K-8 A506 A-13 A502 ELEC. 2 K-T10 B-T7 BED 2 BED 1 LIVING / DINING HALL LIVING / DINING BED 1 K-T6K-T6 HALL HALL LIVING / DINING BED 1 B-T1 B-T1 BED 1 LIVING / DINING LIVING / DINING BED 2 K-T4 B-T1 HALL B-T4 HALL K-T8 B-T3B-T1 BED 1 K-T1 HALL B-T1 K-T6 HALL B-T1 A-10 A506 LIVING / DINING K-T5 BED 2 BED 1 272 SF LIVING / DININGK-T1 BED 1 BED 2 HALL HALL B-T1 B-T1 LIVING / DINING BED 1 BED 2 LIVING / DINING BED 1 BED 2 K-T1 HALL A-4 A501 A-8 A501 A 7 E 5 101 F C D G JAN. A-10 A502 W 12 17 V 14 15 2 3 B S P N 16 A-10 A503 A-1 A505 A-1 A501 A-11 A501 A-1 A502 A-4 A502 A-7 A502 A-1 A506 LIVING / DINING K-T11 B-T7 BED 1 HALL BED 2 BED 1 LIVING / DINING K-T1HALLB-T1 BED 2 268 SF LIVING / DINING K-T3 BED 1 HALLB-T1 K-T2 LIVING / DINING BED 1BED 2 HALLB-T1 STAIR 3 STAIR 2 STAIR 1 A-13 A506 A-1 A504 A-4 A504 A-7 A504 A-10 A504 A-1 A303 B4 B4 B6 B4 B4 B4E4 E1 D4 D4 B4 B5 B4 K-T1 HALLB-T1 ELEVATOR COMMON CORRIDOR B-T1HALLK-T1 D3 D1 B4 B5 B4 B4 D2D4 D2 D2 D1 D2 D1 D1 D1 D1 D4 D4 D1 D1D1 D1 D7 D3 D1 D2 D2 D1D1D1 D1 D1 D2 D2 D2 D1 D1 D3 D4 D3 D1 D1 D1 D1 E1 E1 E4 D7 D4 D3 D1 K-12 A505 CANOPY BELOW CANOPY BELOW 13 L-7 A303 A-1 A511 A-12 A509 A-6 A509 J-5 A506 A-8 A512 D-8 A512 G-8 A512 A512 A-1 A512 L-1 A-7 A303 CANOPY BELOW CANOPY BELOW CANOPY BELOW MAAB GROUP 2 MAAB GROUP 2 - CBH D8 W8 D11 D11 D11 M1 M4 W8 M3 E1 E1 W7 D3 E3 D5 D1 W8 D3 D5 A523 E-12 D6 D6 D9 D1 E1 E1 E1 E1 E4 E4 E1 E1 E4 E4 E1 E4 E4 11 U T FECFEC FEC FEC FEC 207A 207C 207J 207E 207H 207G 202 253 251 252 203 208A208J 208G 208H 208E 208C 208K208B 208D 208F 208L 207F 207L 207B 207D 201 202B 202E 202D 202F 202H 202A 202C 202G201A 215D215H 215B215E215F 215A 215C 215G 211B 211A 211C 211D211F211E209B 209D 209C 209G 209E 209K 209A 209J 209F209H 203B 203C 203D 203E 203A 204B 204C 204D 204E 204A 214B 214E 214D214A 214F 214C 214H214G 213B 213E213D213A 213F 213C 213H 213G 201C 201B 201D 201E 201G 201F 4 6 H J K L Q 9 M R 8 A521 L-10 E1 W5 W6 FURRING WALL FOR PLUMBING AT EXTERIOR WALL M-12 A201 M-1 A201 D12 2-HR SHAFT B-T1 J-1 A506 ROOF DRAIN W9 K-8 A512 E4E4 E4 E4 A1A1 A1A1A1 A1A1 A1 A1 A2 A2A4A4 A1 A1 A1 A1 C2 A2 A2 A2A2A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 B1B1B1 C2C2C2 C2 B2B2 B2B2 C1 C1 A2 A2 A1A1 A1A1 A1A1 A1 A1A1A1 A1 A1 A1 A1 A1 A1 A1 B1 B1 B1 A1 A1 A1 C1 C1 C1 C1 B1 B1 B1 B1 B1 B1 A2 A2A2A2A2A2 D3 D3 D3 D3 A2 A2 B1 B1 B1 B1 A4 A1 A1 C1 C1 A1 A1 A2 A2 A2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1A1 C2 207K 18 G-1 A509 A509 G-12 A560 A-8 A-1 A560 A-5 A560 D1 C1 RD RD RD E3E1 W13 W14 W2 W2 W1 W2 W1 W1 W1 W4 W5 W3 W7B4 B4 W13 3 W7 3 W2 W1 W2 W1 W7 W4 W5 W3 W1 W7 W2 W1 W7W5 W4 W3 W1 E1 E4 E4 W73 3 3 3 W2 205B 205C 205D 205E 205AW7 W2 W1 W7 W5 W4 W3 W7 W2 W2 W7 3 3 216B216C 216E 216D 216F 216H 216A 216G W13W2 W2 W1 W2 W3 W14 W1 W5 W7 W1 D13 W2 W1 W1 W2 W2 W2 W7 W4 W5 W3 W7 W2 W2 E1 W2 W1 W4 W5 W3 3 3 W7 3 3 W7 3 1016 1017 1018 1019 1020 1021 1022 1023 W7 W7 W1 3 W2 W2 W1 W2 W7 3 3 206B 206E 206D 206A 206F 206C206H 206G W7 W1 W2 W2D1 W2 W1 W1 W7 W5 W5 W3W63 W5 W6 W2 W3 W2 D1W1W2 W1 W2 W2 W1W2 W7 B4 W7 3 212B 212E 212D 212A 212F 212C 212H 212GW7 W1 W2 W2 W2 W1 W1 W2 W3 W5 W5W6 W7 3 W1 W2W2 W2 W3 C1 D4 D4 W2 W2 W2W1W4 3 3 4 A-10 A402 W4 W2 10 W2 W4 10 3-BED UNIT 208 2-BED UNIT 210 2-BED UNIT 212 2-BED UNIT 214 2-BED UNIT 216 2-BED UNIT 215 2-BED UNIT 213 1-BED (CBH) UNIT 211 2-BED (HC) UNIT 209 3-BED UNIT 207 1-BED UNIT 205 2-BED UNIT 206 2-BED UNIT 201 2-BED UNIT 202 1-BED UNIT 204 1 BED UNIT 203 GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD & MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300 DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS, CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALL RUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A102 LEVEL 2 PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 403 1-BED A-1 / A110 UNIT 404 1-BED A-1 / A110 UNIT 405 1-BED A-1 / A110 UNIT 406 2-BED F-1 / A110 UNIT 407 3-BED F-1 / A113 UNIT 408 3-BED A-1 / A113 UNIT 409 2-BED J-1 / A111 UNIT 410 2-BED F-1 / A110 UNIT 411 1-BED A-1 / A111 UNIT 412 2-BED F-1 / A110 UNIT 413 2 BED F-1 / A110 UNIT 414 2-BED F-1 / A110 UNIT 415 2 BED G-1 / A112 UNIT 416 2 BED M-1 / A112 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 305 1-BED A-1 / A110 UNIT 306 2-BED F-1 / A110 UNIT 307 3-BED F-1 / A113 UNIT 308 3-BED A-1 / A113 UNIT 309 2-BED (CBH) N-1 / A111 UNIT 310 2-BED F-1 / A110 UNIT 311 1-BED A-1 / A111 UNIT 312 2-BED F-1 / A110 UNIT 313 2-BED F-1 / A110 UNIT 314 2-BED F-1 / A110 UNIT 315 2-BED G-1 / A112 UNIT 316 2-BED M-1 / A112 LEVEL 4 UNIT 401 2-BED A-1 / A112 UNIT 402 2-BED A-10 / A104 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 207 3-BED F-1 / A113 UNIT 208 3-BED A-1 / A113 UNIT 209 2-BED (HC) N-1 / A111 UNIT 210 2-BED F-1 / A110 UNIT 211 1-BED (CBH) E-1 / A111 UNIT 212 2-BED F-1 / A110 UNIT 213 2-BED F-1 / A110 UNIT 214 2-BED F-1 / A110 UNIT 215 2-BED G-1 / A112 UNIT 216 2-BED M-1 / A112 LEVEL 3 UNIT 301 2 BED A-1 / A112 UNIT 302 2 BED A-10 / A104 UNIT 303 1-BED A-1 / A110 UNIT 304 1-BED A-1 / A110 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL LEVEL 1 UNIT 101 2-BED L-8 / A113 UNIT 102 3-BED (HC) L-1 / A113 UNIT 103 1-BED A-1 / A111 UNIT 104 2-BED (HC) M-8 / A111 UNIT 105 1 BED A-1 / A111 UNIT 106 2-BED F-1 / A110 UNIT 107 2-BED F-1 / A110 LEVEL 2 UNIT 201 2-BED A-1/A112 UNIT 202 2-BED A-10 / A104 UNIT 203 1 BED A-1 / A110 UNIT 204 1-BED A-1 / A110 UNIT 205 1-BED A-1 / A110 UNIT 206 2-BED F-1 / A110 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 4 ASI - Window Revisions 2017-12-21 10 PR-06 - Unit Bathroom Revisions 2018-03-08 4 AB C DW REF.DWREF.DWWD REF.DW DWREF. DW DW REF.DWDW REF. REF. REF. REF.DWREF.REF.REF. REF. REF. DN UP DNUP DNUP DWREF.DW REF. A201F-1 A201 A202 G-1 A-1 A202 A-1 A-14 A504 A-1 A503 A-1 A503 K-8 A506 A-13 A502 LIVING / DINING K-T7 B-T2 BED 1 HALL BED 2LIVING / DINING K-10 HALL B-T7 BED 1 BED 2 LIVING / DINING K-T3 BED 1 HALL B-T1 K-T5 BED 2 BED 1 B-T1 LIVING / DINING BED 1 BED 2 B-T1 HALL A-10 A506 A-4 A501 A-8 A501 A D G A-10 A502 W V S P N A-10 A503 LIVING / DININGBED 2BED 1 BED 2 BED 1 LIVING / DINING HALL K-T1K-T8 B-T3B-T1 HALL BED 3 BED 2 BED 3 HALL BED 1 LIVING / DINING K-T4 B-T1 BED 2 JAN. BED 1HALL LIVING / DININGK-T1 HALL K-T6 LIVING /DINING BED 1 LIVING / DINING K-T6 K-T6 LIVING / DINING HALL BED 1 B-T1B-T1 HALL STAIR 1 HALL LIVING / DINING STORAGE ELEC. 2 STAIR 2 LIVING / DINING BED 1 BED 2 K-T1 HALL B-T1 K-T1 HALL BED 1LIVING / DINING BED 2 B-T1 BED 2 BED 1 LIVING / DINING K-T2HALLB-T1 K-T1 LIVING / DININGBED 1BED 2 COMMON CORRIDOR A-1 A505A-1 A505 A-1 A501 A-11 A501 A-1 A502 A-4 A502 A-7 A502 A-1 A506 A-13 A506 A-1 A504 A-4 A504 A-7 A504 A-10 A504 B-T1 HALL STAIR 3 K-T1 ELEVATOR B-T1 BED 1 D3 B5 B4 D1 D2 D2 D2 D2 D1 D1 D3 D2 D2 E2 D2 D2 E1 D4D4 D4 D3D7 D2 D1D1D1D1 D4 D4 J-5 A506 A-8 A512 D-8 A512 G-8 A512 A-7 A303 MAAB GROUP 2 - CBH U T FECFEC FEC FEC FEC E4 E3 E1E1 E1 E4 E1 E2E1 E1 E4 E4 303A 304A304A 304B 304D 304C 304E H J K L Q M R D6 D1 D5 D8D5 W8 D6 D9 M4 M1 M1 W7W8 302 352 303 351 353 308A308J 308G 308H 308E 308C 308L308B 308D 308F 308K 301 301A 302B 302E 302D 302F 302H 302A 302C 302G 311A 311B 311C 311D311E309B 309D 309C 309G 309E 309H 309A 309K 309F309J 315D 315H 315B 315E 315F 315A 315C 315G 316B316C 316E 316D 316F 316H 316A 316G 305B 305C 305D 305E 305A 303B 303C 303D 303E 310B 310E 310D 310A 310F 310C 310H 310G 313B 313E 313D 313A 313F 313C 313H 313G 301C 301B 301D 301E 301G 301F 314B 314E 314D 314A 314F 314C 314H314G 307C 307J 307E 307H 307A 307G 307F 307L 307B 307D 2-HR SHAFT D12 E4 A1A1A1A1 A2 A2A4A4A2A2A2 A2A2 A2 A2 A2A2 A1 A1 A1 B2B2 B2B2 C1 C1 A2 A2 A1A1A1A1 A1 A1A1A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 B1B1B1 B1 B1 B1A1A1A1A1A1A1A1A1 A1 A1 A1 A1 A1 A1 A1 C1 C1 C1 C1 B1 B1 B1 B1 B1 B1 A2 A2 D3 D3 D3 D3 A2 A2 C1 C1 B1 B1 B1 B1 A4 A1 A1 A1 A1 A2 A2 A2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1A1 C2 C2C2C2C2 C2 307K E1 W5 E4E4 E2 E4E4 E1 E1 18 A560 A-8 A-1 A560 A-5 A560 B1 B1 D1D1 D1 W13 W14 3 W7 D1 D4 D7 D4 D1 D1 D1 W7 W7 W7 W2 W7 W7 306B 306E 306D 306A 306F 306C306H 306G W7 E3E1 W1 W2 E4 E4 E4 E1 E4 W2 W2 W2 E1 W5 W6 W5 W1 W1 W2 W2 W2 3 W1 W13 W1 3 3 W7 W2 3 W2 W6W5 W2 W1 D1 D1 W1 W1 W2 C1 W3 W4W5W2 W2 W1 W1 W2 W2 W2 W7 W1 W4W5 W3 W1 W1 W1 W2 W2 W1 W7W4D3W5 W1 W2 W2 W13 W3 W2 W1 W1 W2W2 W1 W2 W7 D1 312E 312D 312A 312F 312C 312H 312G 312B W7 3 3 W6 W5 W5 W7 W2W2 C1 W1 W1 W2W2 W7 W7 W6 W2 W1 W2 W2 W2 W2 W2 W2 W4 W3 W2 W7 W1W1W2 W2 B4 B4 E1 W7 W4 W5W7 3 3 3 3 3 3 3 3 33 3 W5 W4 W7 B4 B4 B4 B5 B4 B6 B4 B4 3 3 4 W4 W3 W2 10 10 3-BED UNIT 308 2-BED UNIT 310 2-BED UNIT 312 2-BED UNIT 314 2-BED UNIT 316 2-BED UNIT 315 2-BED UNIT 313 1-BED UNIT 311 2-BED (CBH) UNIT 309 3-BED UNIT 307 2-BED UNIT 306 1-BED UNIT 304 1-BED UNIT 305 2 BED UNIT 301 2 BED UNIT 302 1-BED UNIT 303 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1/8" = 1'-0" Designer Author 2017-10-24 A103 LEVEL 3 PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 403 1-BED A-1 / A110 UNIT 404 1-BED A-1 / A110 UNIT 405 1-BED A-1 / A110 UNIT 406 2-BED F-1 / A110 UNIT 407 3-BED F-1 / A113 UNIT 408 3-BED A-1 / A113 UNIT 409 2-BED J-1 / A111 UNIT 410 2-BED F-1 / A110 UNIT 411 1-BED A-1 / A111 UNIT 412 2-BED F-1 / A110 UNIT 413 2 BED F-1 / A110 UNIT 414 2-BED F-1 / A110 UNIT 415 2 BED G-1 / A112 UNIT 416 2 BED M-1 / A112 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 305 1-BED A-1 / A110 UNIT 306 2-BED F-1 / A110 UNIT 307 3-BED F-1 / A113 UNIT 308 3-BED A-1 / A113 UNIT 309 2-BED (CBH) N-1 / A111 UNIT 310 2-BED F-1 / A110 UNIT 311 1-BED A-1 / A111 UNIT 312 2-BED F-1 / A110 UNIT 313 2-BED F-1 / A110 UNIT 314 2-BED F-1 / A110 UNIT 315 2-BED G-1 / A112 UNIT 316 2-BED M-1 / A112 LEVEL 4 UNIT 401 2-BED A-1 / A112 UNIT 402 2-BED A-10 / A104 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 207 3-BED F-1 / A113 UNIT 208 3-BED A-1 / A113 UNIT 209 2-BED (HC) N-1 / A111 UNIT 210 2-BED F-1 / A110 UNIT 211 1-BED (CBH) E-1 / A111 UNIT 212 2-BED F-1 / A110 UNIT 213 2-BED F-1 / A110 UNIT 214 2-BED F-1 / A110 UNIT 215 2-BED G-1 / A112 UNIT 216 2-BED M-1 / A112 LEVEL 3 UNIT 301 2 BED A-1 / A112 UNIT 302 2 BED A-10 / A104 UNIT 303 1-BED A-1 / A110 UNIT 304 1-BED A-1 / A110 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL LEVEL 1 UNIT 101 2-BED L-8 / A113 UNIT 102 3-BED (HC) L-1 / A113 UNIT 103 1-BED A-1 / A111 UNIT 104 2-BED (HC) M-8 / A111 UNIT 105 1 BED A-1 / A111 UNIT 106 2-BED F-1 / A110 UNIT 107 2-BED F-1 / A110 LEVEL 2 UNIT 201 2-BED A-1/A112 UNIT 202 2-BED A-10 / A104 UNIT 203 1 BED A-1 / A110 UNIT 204 1-BED A-1 / A110 UNIT 205 1-BED A-1 / A110 UNIT 206 2-BED F-1 / A110 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 4 ASI - Window Revisions 2017-12-21 10 PR-06 - Unit Bathroom Revisions 2018-03-08 4 AB C REF.DWDN DN DN REF.DW REF.DWREF. DW DW REF.DWDW REF.DW DWREF.DW REF. REF. REF. REF. REF. REF. REF. DW REF.DWREF.REF.DW A201F-1 A201 A202 G-1 A-1 A202 A-1 A-14 A504 A-1 A503 A-1 A503 A-13 A502 LIVING / DINING K-T7 B-T2 BED 1 HALL JAN. STORAGE ELEC. 2 B-T1 BED 2 BED 3 BED 1 HALL STAIR 2 STAIR 3 LIVING / DINING LIVING / DINING BED 1 BED 1BED 2 K-T1B-T1 HALL A-10 A506 A-4 A501 A-8 A501 A D G A-10 A502 W V S P N A-10 A503 A-1 A505A-1 A505 A-1 A501 A-11 A501 A-1 A502 A-4 A502 A-7 A502 A-1 A506 A-13 A506 A-1 A504 A-4 A504 A-7 A504 A-10 A504 LIVING / DINING BED 1BED 2BED 2BED 1LIVING /DININGBED 2BED 1LIVING /DINING LIVING / DINING BED 1BED 2 K-T1 K-T1 HALLB-T1 HALL B-T1 K-T1 HALL B-T1 B-T1 HALL K-T2 BED 2 HALLB-T1 E4 E4 LIVING / DINING K-T9 BED 2 HALL B-T2 BED 1 K-T3 LIVING / DINING K-T4 BED 2 B-T1 K-T8 BED 1 K-T6 HALL B-T1 LIVING / DINING BED 1 B-T1 B-T1 K-T1 HALL BED 1 LIVING / DINING BED 1 HALL LIVING / DINING K-T6K-T6 HALL LIVING / DINING STAIR 1 BED 1 BED 2 K-T5 LIVING / DINING HALL B-T1 K-T1 LIVING / DINING BED 1 BED 2 B-T1 HALL ELEVATOR E5E4 D1 E6E4 B5 B4D3 D1 D2 D2 D4 D4 D4 D1 D1 D2 D1 D1 M1 M4 M1 M2 D1 D2 D4 D2 D2 D2 E5 E4 D2 D2 E4 E5 J-5 A506 D9 D5 D8 A-7 A303 U T BED 2BED 1 BED 3 HALL LIVING / DINING B-T1 B-T3 FECFEC FEC FEC FEC H J K L Q M R W8 D11 D6 D1 D6 A523 E-1 402 452 403 453 451 401 401A 402B 402E 402D 402F 402H 402A 402C 402G 411A 411B 411C 411D411E 416B416C 416E 416D 416F 416H 416A 416G 409B 409D 409C 409E 409J 409F409H 409G 409A 414B 414E 414D 414A 414F 414C 414H414G 410B 410E 410D 410A 410F 410C 410H 410G 401C 401B 401D 401E 401G 401F 413B 413E 413D 413A 413F 413C 413H 413G 415D 415H 415B 415E 415F 415A 415C 415G 407C 407J 407E 407H 407A 407G 407F 407L 407B 407D 408A 408J 408G 408H 408E 408C 408L408B 408D 408F 408K 405B 405C 405D 405E 405A 403B 403C 403D 403E 403A 404B 404C 404D 404E 404A D5 2-HR SHAFT D12 E4 E4 E4 E4 E4 E4 E4 E4E4 E4 E6 D4 E4 E4 E4 D1 D1D1 D4 D4 D4 D1 D1D1 B2B2 B2B2 C1 C1 B1B1B1 B1 B1 B1A1A1A1A1 C1 C1 C1 C1 A1 A1A1A1 A1A1A1A1 A1A1A1A1A1A1 A1 A1 A1A1 A1 A1 A1 A1 A1 A1 B1 B1 B1 B1 B1 B1 A2A2 A2 A2 A2 A2 A2A2 D3 D3 D3 D3 A2 A2A2A2 A2 A2A2A4A4A2 C1 C1 B1 B1 B1 B1 A4 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A2 A2 A2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1A1 A2 C2 C2C2C2C2 C2 407K D7 D3 D1 D1 D1 18 A560 A-8 A-1 A560 A-5 A560 D1 D4 D3 D1 D7 D1 D1 D1 D1 W7 W13W2 B4 B4B5 B6 E4 W2 B4 B4 W1 W2 W1 W2 W1 D1 W1 W7 W7 W2 W2 412B 412E 412D 412A 412F 412C 412H412G W2W2 W1 W7 D1 W2 W6 W5 W7 W1 W2W2 W2 W1 D1 D1 W2 W4 W3 W2 W2 W5 W2 W2 D3 D3 3 3 3 3 3 3 33 3 W7 3 W7 3 3 W73 W73 W7 3 W2 W7 3 W13 W2 W14 3 W13 W2 B4W1 B4 E4 E4 E4 E4 W2 W2E4 E4 W2 W2 W1 W2 E4 E4 W2 W3 W4W5W2 W1 W1 3 406B 406E 406D 406A 406F 406C406H 406G W7 W1 W2 W2 W2 W1 W7 W6 W5 W5 B4 3 3 4 4 10 GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD & MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS, CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALLRUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC 3-BED UNIT 408 2-BED UNIT 410 2-BED UNIT 412 2-BED UNIT 414 2 BED UNIT 416 2 BED UNIT 415 2 BED UNIT 413 1-BED UNIT 411 2-BED UNIT 409 3-BED UNIT 407 2-BED UNIT 406 1-BED UNIT 405 2-BED UNIT 4022-BED UNIT 401 1-BED UNIT 403 1-BED UNIT 404 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W2 W13 W2 W1 W3 W2W1 W1 W7 W5 W6 W4 D1 D1 D1 W1W1 W1 W1 W7 3 W1 W1 10'-1 1/4"4 3/4"10'-1"5 1/4"16'-7"2'-0"4 3/4"13'-7 3/8"11'-10 1/8"4 3/4"2'-0"6 3/4"5'-6"3'-0"6"5'-0"5 1/4"4'-5 3/4"5'-2"5'-3"6'-3 1/4"4 3/4"2'-0"4'-2" 10'-11"16'-7" 2'-3"4'-6 3/4"4 3/4"18'-4 1/8"37'-7 1/4"23'-3 5/8"16'-4 7/8"6'-3 3/4"2'-0"5'-2"4'-11 1/4" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A104 LEVEL 4 PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 403 1-BED A-1 / A110 UNIT 404 1-BED A-1 / A110 UNIT 405 1-BED A-1 / A110 UNIT 406 2-BED F-1 / A110 UNIT 407 3-BED F-1 / A113 UNIT 408 3-BED A-1 / A113 UNIT 409 2-BED J-1 / A111 UNIT 410 2-BED F-1 / A110 UNIT 411 1-BED A-1 / A111 UNIT 412 2-BED F-1 / A110 UNIT 413 2 BED F-1 / A110 UNIT 414 2-BED F-1 / A110 UNIT 415 2 BED G-1 / A112 UNIT 416 2 BED M-1 / A112 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 305 1-BED A-1 / A110 UNIT 306 2-BED F-1 / A110 UNIT 307 3-BED F-1 / A113 UNIT 308 3-BED A-1 / A113 UNIT 309 2-BED (CBH) N-1 / A111 UNIT 310 2-BED F-1 / A110 UNIT 311 1-BED A-1 / A111 UNIT 312 2-BED F-1 / A110 UNIT 313 2-BED F-1 / A110 UNIT 314 2-BED F-1 / A110 UNIT 315 2-BED G-1 / A112 UNIT 316 2-BED M-1 / A112 LEVEL 4 UNIT 401 2-BED A-1 / A112 UNIT 402 2-BED A-10 / A104 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL UNIT 207 3-BED F-1 / A113 UNIT 208 3-BED A-1 / A113 UNIT 209 2-BED (HC) N-1 / A111 UNIT 210 2-BED F-1 / A110 UNIT 211 1-BED (CBH) E-1 / A111 UNIT 212 2-BED F-1 / A110 UNIT 213 2-BED F-1 / A110 UNIT 214 2-BED F-1 / A110 UNIT 215 2-BED G-1 / A112 UNIT 216 2-BED M-1 / A112 LEVEL 3 UNIT 301 2 BED A-1 / A112 UNIT 302 2 BED A-10 / A104 UNIT 303 1-BED A-1 / A110 UNIT 304 1-BED A-1 / A110 ENLARGED UNIT PLAN KEY NUMBER TYPE DETAIL LEVEL 1 UNIT 101 2-BED L-8 / A113 UNIT 102 3-BED (HC) L-1 / A113 UNIT 103 1-BED A-1 / A111 UNIT 104 2-BED (HC) M-8 / A111 UNIT 105 1 BED A-1 / A111 UNIT 106 2-BED F-1 / A110 UNIT 107 2-BED F-1 / A110 LEVEL 2 UNIT 201 2-BED A-1/A112 UNIT 202 2-BED A-10 / A104 UNIT 203 1 BED A-1 / A110 UNIT 204 1-BED A-1 / A110 UNIT 205 1-BED A-1 / A110 UNIT 206 2-BED F-1 / A110 1/4" = 1'-0" A-10 2-BEDROOM UNIT TYPE 10 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 4 ASI - Window Revisions 2017-12-21 10 PR-06 - Unit Bathroom Revisions 2018-03-08 A201F-1 A201 A202 G-1 A-1 A202 A-1 A-14 A504 A-1 A503 A-1 A503 A-13 A502 A-10 A506 A-4 A501 A-8 A501 A-10 A502 A-10 A503 A-1 A505A-1 A505 A-1 A501 A-11 A501 A-1 A502 A-4 A502 A-7 A502 A-1 A506 A-13 A506 A-1 A504 A-4 A504 A-7 A504 A-4 A301 A-10 A504 A-1 A303 A-8 A301 A-1 A301 E E D D EEEEE D E D A A A A A B A A A B B B D C C B BB CBBBCBBBBBB BBCBBBDCCCDEDC ERV 1 F G J-5 A506 24" / 12" 24" / 12"1/4" / 12"E-11 A530 A-7 A303 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12"1/4" / 12"1%1%1%1% H 1 A530 501 1%1%1%CRICKET1%1%1%1%1%1% 1%1% 1%1%1%1% 1% CRICKET ELEVATOR PENTHOUSE PLUMBING VENT SHAFT TERMINATION RD 1/4" / 12"1/4" / 12" . . RD RD RD RD SCUPPER SCUPPER R1 R1 ROOF HATCH W/ GUARDRAIL SCUPPER CANOPY BELOW CANOPY CANOPY CANOPY CANOPY R2 R1 R2 R1 R1 R1 R2 R2R2R2R2R2R2R2 R2 R2 R2 R2 R2 A560 A-8 A-1 A560 3'-0"PROPERTY LINE BRICK CROSS-WALL BELOW STRIP EXISTING ROOFING & MASTIC BACK 3' FROM OUTSIDE FACE OF BRICK. PROVIDE 3' WIDE SELF-ADHESIVE BITUMINOUS UNDERLAYMENT UP RAKE, BOTH SIDES. WEAVE NEW SHINGLES INTO EXISTINGROOF RIDGE A-5 A560 A560 N-5 GENERAL ROOF PLAN NOTES •DO NOT SCALE DRAWINGS FOR CONSTRUCTION. •PROVIDE FULLY ADHERED TPO MEMBRANE ROOFING. •"RD" ABREVIATES "ROOF DRAIN". SEE PLUMBING DRAWINGS. KEYED ROOF PLAN NOTES R1.TPO MEMBRANE WALKWAY PAD R2.SINGLE POINT ROOF ANCHOR R3.NOT USED R4.NOT USED 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A105 ROOF PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION No. REVISIONS/SUBMISSIONS Date UP REF.DW REF. REF.DW A201 A-1 A-4 A501 A-8 A501 A 7 E 5 101 F C D G 2 3 B A-1 A501 A-11 A501 A-1 A502 A-4 A502 A-7 A502 A-9 A302 A-5 A302 FP / WATER / MECH B-T9 B-T9 B-T9 ELEC. 1 RENTAL OFFICE RENTAL OFFICE MEETING COMMERCIAL A520 E-10 10'-3 1/8"10'-10"1'-8"1'-0"4'-7 3/4" 52'-1 7/8" 13 1/8" A520 A-1 A-13 A302 A520 H-1 STAIR 1 2'-6 3/8"5'-3 5/8"19'-0"8'-11 5/8"9'-7"17'-0 1/4"78'-9"A520 M-1 A520 E-6 A520 A-6A520 H-6 A520 A-11 2'-8"5'-0"13 1/8" A520 E-13 A520 L-10 A520 M-6 132 131 126 124 125 128 116 129 114 115 A523 A-12 A521 E-13 A523 E-6 A524 A-4 E9 M1 M1 M1 L-8 A511 A-1 A511 M-5 A201 122.25' 122.75' 122.75' A-6 A509 4 6 H 98 2'-3 7/8"7 7/8"4.67° 7.68°4.84°7.67°4.84°7.68°4.67° 113 4.0%4.0%122'-6" 122'-3" 122'-3" 122'-3" M-1 A201 122'-6"122'-5 1/4" 127 16'-4 1/8"6'-4"5'-10" 2'-2 7/8" 3'-4" J-1 A506 112 B1 151 140 130 18 G-1 A509 PROPERTY LINE 2'-8"5'-10 5/8"9'-2"6'-0 1/2"PROPERTY LINE3'-0"A560 A-8 14"18"12 3/8"47 5/8"1'-4"6'-0"2'-8"6'-0"3'-0"4"2'-8"8'-5 3/8"2 1/4"13'-7"3'-9 7/8"28 7/8"D6 E7 D6 D1 W7 D1 D3 D3 W2 D3 D3 D1 D21D21 E8 M1 E8 D35 1/2"26 3/8"3 3/8"2 1/8" 2 3/4" 2 3/4" 2 3/4"2 3/4" 23 1/8" 5 1/2" 19 1/16" 24 1/4"5 1/2"63 5/16"5 1/2"5 1/2" 75 1/4"5 1/2"95 1/2"3 1/2"54 7/8"4"4" 23 1/8"23 1/8"E10 E4 23 9/16"4 15/16"3'-1 5/8"9'-4 3/8"2 1/16"3 7/16"5'-10" 9 5/8"13'-11 3/8"16 1/2"18"D1 6'-4"6'-11 5/8"5'-0"6'-4"5'-0"B1 B1 E8 B1 B1 E1 E8 B1 3 2'-3 7/8" 135 JAN. CLO. 5'-0"5'-0"W10 W10 W10 4 7/8" 3'-0 3/4" MOP SINK 15'-3 5/8"4 3/4"11'-0"2'-0"4 3/4"11'-10 1/4"W7 W1 W1 W4 W3 W2 W2 W1 W5 W6 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W1 3 26'-8 3/8"4 3/4"7'-9 3/4"2'-3" 9'-6 3/4"6 3/4"8'-2 1/2"4'-8" 5'-0"5'-7 3/4"5 1/4" 5'-0 7/8"5'-11 1/8" 5'-5 7/8"3'-0"5'-0"4 3/4"2'-0"145 SFBR 2 149 SFBR 1 238 SF LIVING / DINING D1 W1 W2 W2 W1 W2 W1 W7 W3 W1 W2 W1 W4W5 W6 W1 D1 D1 27"10'-11"4 3/4"10'-3 1/4"4 3/4"15'-2 3/8"2'-0"4 3/4"4'-6"1'-0"4 3/4"15'-0 1/8"6'-3 1/2" NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL 113 SFK-T183 SF HALL45 SF B-T1 W7 5 3/4"5'-0"5 1/4"8'-6"3'-0"5'-11"5'-0"11'-10 1/8"4 3/4"2'-0"6 3/4"W1 5'-7 3/4"2'-9 1/8"6 3/4" 3 11'-10 1/2"4 3/4"8'-4"23'-3 5/8"16'-4 7/8"3'-10"6'-5 1/4"4 3/4"2'-0"10'-5" 16'-0 3/4"13'-7 3/8"2'-0 3/4" 1'-5" 256 SF LIVING / DINING161 SFBR 1 W2 W2 W2 W2 W1 W1 W2 W1 W2 W2 W7 W1 10'-1 1/4"4 3/4"10'-1"4 3/4"16'-7 1/2" 2'-3"2'-0"4 3/4"4'-6"4 3/4"16'-0 1/8"NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD & MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300 DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS, CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALL RUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1/4" = 1'-0" BW DA 2017-10-24 A110 DETAILED FLOOR PLANS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-6 LEVEL 1 COMMERCIAL 1/4" = 1'-0" A-1 1-BEDROOM UNIT TYPE 1 1/4" = 1'-0" F-1 2-BEDROOM UNIT TYPE 1 1/4" = 1'-0" L-1 2-BEDROOM UNIT TYPE 2 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 10 PR-06 - Unit Bathroom Revisions 2018-03-08 3 NOT USED AB C DWW/D W/D W/D W/D W/D DN REF.WD REF.DWWDREF. REF.DWDW REF. A-7 A620 75 101 G 2 3 A-11 A501 A-7 A502 A-1 A506 A-1 A506 A-4 A301 A-10 A504 A-8 A301 A-1 A301 132 131 126 123 133 134 121 120 124 122 125 128 111 129 H-1 A510 A-1 A511 M-5 A201 M-5 A201 A-12 A509 110 A-8 A511 CONTROL ROOM MAINTENANCE JANITOR ELEVATOR LOBBY VESTIBULEVESTIBULE LAUNDRY ELEC. 1 FP / WATER / MECH B-T9 B-T9 B-T9 RENTAL OFFICE MEETING RENTAL OFFICE COMMERCIAL A524 A-12 122.44' 122.5' 122.75' 122.69' 4 6 H J K L Q 9 M 89'-0"7 3/4"11'-4 1/4"8 1/2"8'-8 3/4"8 1/2"5'-1 1/2"8'-1 1/4"8'-1 3/4"6 3/4"14'-2 7/8"5'-0"9'-5 3/4"6 3/4"8'-1 3/4"8'-1 3/4"7'-6"6'-8 1/4"D3 D3 D6 D1 D6 D6 D1 D9 E7 D3 D3 W2 W7 D3 D9 D9D1 D1 D9 M1 M4 E1 D3 D10 8'-4"6 3/4"9'-11 5/8"11'-0 3/4"M-12 A201 M-1 A201 127 A523 H-12 K-8 A512 FOLDING TABLE BY OWNER 124'-3 3/4" 122'-9"1'-6 3/8"18'-9"G-1 A509 (5) BIKE RACKS, FLO, BY LANDSCAPE FORMS N-11 A512 3 3/8"2 1/8" 2 3/4"2 3/4"2 3/4"2 3/4" 8" 5 1/2"2 1/2"5 1/2" 130 140 62 1/4" W1 W1 W2 W1 W1 W2 W2 5'-10 3/4"13'-7 3/4"4 3/4"8'-8" 4 3/4" 6'-5 1/2"5 1/4"8'-8 1/8"4 3/4"2'-7"4 3/4"4'-0"2'-0"8'-4"4'-3 1/8"2'-0"6'-0" W6 W5 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL 2'-11"W2 4 3/4"7'-8 5/8"11'-7 7/8"4 3/4"5'-0" W3 W4 11'-11 3/4" 10 W1 W1 W1 W2 W2 W6 W5 W2 W1 25'-4 1/4"2'-3" 4 3/4" 7'-6" 4 3/4" 11'-11 3/4"2'-11 3/4"2'-0"3'-3 1/2"7'-8"4 3/4"4'-8 3/8"6'-0"2'-0"NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL4 3/4"5'-4"11'-9 3/4"4 3/4"3'-10 1/8"6'-4 3/4"5'-10"5'-0 3/4"10'-3 3/4" COORDINATE ROUGH OPENING FOR SHOWER WITH MANUFACTURERV.I.F.2'-7"CLEAR2'-6 1/4"3'-7"3/4"18"7'-6" 10 W1 W7 W2 W2 W1 W2 W1 W1 W2 W1 17'-7"4 3/4"10'-11 1/2"5 1/4"V.I.F.V.I.F.4 3/4"10'-6 1/4"2'-0"5'-1 1/2"6'-9 1/2"2'-11 1/4"4'-5"4 3/4"4'-4"2'-0"2'-0"4 3/4"4'-0"NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL 3 3 7'-0 3/4"4 3/4"14'-3 1/8"9'-3 3/4"11"7'-0 5/8"4'-9 5/8"2'-3"4 3/4"W5 W6 W5 COORDINATE ROUGH OPENING FOR SHOWER WITH MANUFACTURER4 3/4"13'-7 7/8"5'-10" 5'-4" 3'-0" 4'-4"6'-2 1/4"3'-0"11'-9"2'-8 3/4" 3 '-1 1 /2 "W2 5 1/4" 7'-6" 4 3/4"4 3/4"2'-0"4 5/8"4 3/4"10'-11 7/8"3'-3 1/2"2'-7"3'-7 3/8"1'-6"3'-3 3/8"17'-5 3/4" NO PLYWOOD REQUIRED AT THIS WALL W4 W3 W2 CONTINUE GWB AT EXTERIOR WALL BEHIND FURRING WALL 10 PROVIDE 1/2" PLYWOOD REINFORCEMENT AT ALL THREE SIDES OF THE SHOWER WALL W1 W2 W2 W2 W3 W2 W2 W1 W1 W1 W1 17'-7 7/8" 4 3/4" 11'-1 1/4"5 1/4"5'-0" 1'-5 1/2" 4 3/4" 11'-4 1/8"2'-0"5'-11 1/2"2'-0"4 3/4"3'-6"4'-1 3/8"4 3/4"8'-6"6'-10 3/4"4 3/4"5'-1 7/8"2'-0"3'-6"4 3/4"2'-0"6'-7 1/2" NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W2 W4 W2W5 W6 1'-6"3'-0"1'-5"2'-7"14'-3 1/8"7'-9 3/4" 4'-8" 5'-6 3/4" 27'-10 5/8" 10'-2 3/4"4 3/4"12'-7 3/8"6'-2 1/4" 4'-10 1/2" NO PLYWOOD REQUIRED AT THIS WALL 6'-6" W2 W4 W1 W3 W1 W1 W2 11'-2 1/2"4 3/4"10'-0"5 1/4"15'-1 5/8"2'-0"6'-3 3/8" W1 W1 5'-0"5 1/4" 3'-8 7/8"2'-0"5'-5 3/4"9'-3"13'-1"2'-4 3/4"4 3/4"6'-1"NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL2'-0"5'-3"7'-1 1/8"5 1/4" 4'-9"4 3/4"15'-2 1/8" W74 3/4"3 V.I.F.V.I.F. COORDINATE ROUGH OPENING FOR SHOWER WITH MANUFACTURER3'-4 1/8"CLEAR2'-0 1/4"2'-7"3'-6 1/2"1'-6"4'-11 1/8"5'-0"6'-4 1/8" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1/4" = 1'-0" BW DA 2017-10-24 A111 DETAILED FLOOR PLANS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-8 LEVEL 1 LOBBY 1/4" = 1'-0" A-1 1-BEDROOM UNIT TYPE 2 1/4" = 1'-0" E-1 1-BEDROOM UNIT TYPE 3 - CBH HC 1/4" = 1'-0" N-1 2-BEDROOM UNIT TYPE 7 - CBH HC 1/4" = 1'-0" J-1 2-BEDROOM UNIT TYPE 8 1/4" = 1'-0" M-8 2-BEDROOM UNIT TYPE 6 - GROUP 2 HC No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 10 PR-06 - Unit Bathroom Revisions 2018-03-08 DN DN REF. UP REF.DN REF. DWREF.REF.DW REF.DWA-1 A503 K-8 A506 A-10 A506 A-10 A502 W 12 17 V 14 15 S P N 16 A-10 A503 A-1 A505 A-13 A506 A-1 A504 A-4 A504 COMMON CORRIDOR COMMUNITY ROOM B-T9 B-T9 10'-6 1/2"23'-5 1/4"28'-4 7/8"3'-1 1/8"4'-0"4'-8"4'-8"4'-8"4'-0" 14"42"34 7/8" 13 1/8" 34"14"13 1/8"1'-8 7/8"11'-8"6'-4 7/8"7'-4" 48'-8 5/8"13 1/8"26 7/8"10 1/4"PAVED WALK, SEE CIVIL A524 A-8 13 A603G-4 G-7 OFFICE 1 OFFICE 2 CONFERENCE ROOM SMALL CONFERENCE ROOM OFFICE 3 OFFICE 4 OFFICE 5 OFFICE 7 OFFICE 6 COMMUNITYSPECIALIST COPY K-T14 CORRIDOR L-7 A303 A523 H-6 A523 A-6 A523 M-6 4'-8"5'-8"4'-4"A-7 A303 11 U T 155 160 118 117 156 163 161 162 164 182 183 172 180 178 181 174 173 175 176 177 184 185 107A 171 170 A603G-11 B-T10 B-T10 OFFICE CLOSET OFFICE LOBBY CLOSET CLOSET W10 W10 W10 B1 B2 B1 B1 B1 B1W10 W10 W10 W10 W10 W10 W10 W10 W10 W10W10 W10W11 W10 W11 W11W11 W15 W10 W10 36"x84" DOOR PANEL ONBARN DOOR HARDWARE (NOT IN SCHEDULE) 34" 34" 72 1/4"68" W10 W10 B1 B1 B1B1B1 A611 G-5 G-3 3 G-8 153 13 1/8"13 1/8"4'-4 1/4"6'-4"4'-4"6'-4"RECLAIMED WOOD WAINSCOT ACCENT WALL UP TO 40" AFF WITH1x2 RECLAIMED WOOD TOP TRIM RECLAIMED WOOD WAINSCOT ACCENTWALL UP TO 40" AFF WITH 1x2 RECLAIMEDWOOD TOP TRIM WAINSCOT, TYP. 24 7/16"30"12"18" 18 7/16" 31 9/16"24 9/16"18" MIN.M1 D4 D4 E4 B1 51 9/16"48"11'-7 7/8"A603 K-9 WALK- OFF MAT TYP. OFFICE WINDOW TYPICAL OFFICE DIMENSIONS 1/2" TEMPERED GLASSSIDELIGHT. SET IN GWB OPENING. 30" WIDE x 42" HIGH,24" SILL. ALUMINUM CHANNELS AT SILL AND HEAD. SEAL JAMBS, TYPICAL AT ALL OFFICES. SLIDING TRANSACTIONWINDOW WITH 13"x2" WOOD COUNTER.60"30"12" 26 11/16"52 3/16"2 3/16"46 3/8"48 5/8"112"34"x82" GWB OPENING 34"x82" GWBOPENING 48"x96" GWBOPENING 60"x96" GWB OPENING 60"116"30"12"18"24 7/16"13 1/16" 51 13/16"2 11/16"30 13/16" 13" WIDE SIDELIGHT 64 3/16"88 3/16" 9'-4 7/8"12'-2" ALIGN GWB WALL & JAMB 6'-0"6'-0"5'-8"6'-0"5'-8"6'-0"6'-0"42 7/8"15 5/8"36 3/8"20 1/4"55 3/4"57 3/4"18 1/4"40 13/16"11 3/8"74 7/8" 13 1/8" 88"18'-8"3'-4"9'-7 3/4"PROPERTY LINE4"4"33 1/8"2'-9 3/4" 5 1/2"8 7/8" 24 7/16"18"12"30" W11 W1 W1 W7 D1 D3 D1 W2 W2D2 E2 E1 D1 D4 E1 1'-1 1/8"10'-6 1/2"1'-11 5/8"5 1/2"5 1/2"2'-2 1/2"5 1/2"SERVERBY OWNER 3 4 7/8" 4 7/8" 60" B1 3 B1 B1 W1 3 W1 D3 W10 W11 36"x84" POCKET DOOR (NOT IN SCHEDULE) 36"5 1/4"CLEAR8'-1 1/2"7 8'-7 3/8"7 7 ALIGN 7 7 8 15/16"7 11/16"179 60"x84" SLIDING PANEL DOOR 12"72" 7 10'-6 1/2"7'-8 1/8"7'-6 1/2"8'-2 5/8"28'-4 7/8"3'-1 1/8"7 41'-4" 11'-6"4 3/4"11'-0"5 1/4"15'-6 3/4"8'-6"6 3/4"2'-0"4 3/4"11'-8 3/4"5'-6 3/4"5'-1 1/4"2'-0"2'-0"W2 W13 W2 W1 W2 W1 W1 W1 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL 5'-10 3/4"5'-11 1/4"4 3/4"4'-6 7/8"W7 3 W4 W53'-0"W3 6" 5'-6"5 1/4"5'-4 5/8"4 3/4"5'-2"5'-3 3/8"17'-1 1/2"6'-11 5/8"16'-2 5/8"12"4 3/4"2'-4 3/4"13'-5 1/8"1'-10 5/8"12 3/4"10'-7" 4 3/4" 3'-7"2'-11 3/4"12'-11 3/4"20'-0"4 3/4"10'-7 3/4"2'-0"2'-0"4 3/4"5'-0 1/4"4 3/4"2'-1"2'-0"5'-11 1/4" W5 W4 W2 W1 W2 W1 W2 W1 W1 W2 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL 5'-0"W6 W7 W3 W1 19 1/2"5'-4 3/4"W1 3'-0"8'-6"1'-2"5'-6" 5 1/4" 4'-4 1/8"5'-2 1/2" 4 3/4" 14'-7 5/8"5'-3"6'-3 1/4"15'-0 3/4"6"4 3/4"3'-2 7/8"11'-8 3/8"10'-0 1/2"4 3/4"12'-2"3'-10"5'-2 1/4"2'-0" 2'-4 3/4"6'-7 1/2"5 1/4"5'-6"W1 W7 W2 W2 W2 W1 W13 W1 W5 W1 W1 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W14 36'-11 3/4"3'-0" W4 W3 2'-0" 6 3/4" 8'-6" 4'-1 1/2"2'-9 1/2"5'-1 1/8" 15'-6 1/2"4 3/4"7'-5 3/4"11'-4 1/8" 4 3/4"6'-2 1/2"13'-1 3/4"2'-4 3/4"4 3/4"5 1/4"4 3/4" 12'-0 1/8"5'-4 1/4"15'-10 5/8"GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD & MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300 DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS, CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALL RUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1/4" = 1'-0" BW DA 2017-10-24 A112 DETAILED FLOOR PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-5 LEVEL 1 OFFICE 1/4" = 1'-0" M-1 2-BEDROOM UNIT TYPE 3 1/4" = 1'-0" G-1 2-BEDROOM UNIT TYPE 4 1/4" = 1'-0" A-1 2-BEDROOM UNIT TYPE 5 No.REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 7 PR-04 - Office Layout Revisions 2018-04-04 DW REF. DW REF. DW REF.WDREF.DWREF.DWUP DN REF. DW 13'-9"4 3/4"2'-0" 4 3/4" 2'-0"4 3/4"12'-0"4 3/4"13'-7 3/4"5'-11 7/8"12'-6 5/8"4 3/4"10'-4 1/4"4'-4 7/8"4 3/4"4'-0"8'-0"2'-0"8'-7 1/2" 6 3/4" 5'-6" 6 3/4" 2'-0"10'-9 7/8"9'-11 1/2" W7 W2 W2 W1 W2 W1 W7 W2 W7 W1 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W2W3W4 W4 3'-0"11'-7" 4 3/4" 2'-0" 5 1/4" W2W1 4'-4 7/8"8'-1 3/4"4'-0"4 3/4"6 3/4"8'-11"13'-2 1/8"4 3/4" 5'-4" 4 3/4"5'-0 1/4"4'-0"12'-11 3/8"19'-7 5/8" W2 W2 3 21 3/4"2'-3"W5 W6 5'-11"5'-0"13'-6 3/8"4 3/4"10'-0"4 3/4"10'-0"4 3/4"10'-0 1/8"14'-6 7/8"4 3/4"4'-8 1/4"6 3/4"3'-1"11'-1 1/8"4 3/4"2'-0"4'-8 5/8" 3'-10 1/8"2'-0"W7 W2 W2 W2 W2 W1 W1 W7 W1 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL6 3/4"4'-6 3/4"2'-3" 3 W4 W5 W3 W7W1 5'-3 3/8"3'-10 1/4"11 1/4"4 3/4"4 3/4"2'-0"4 3/4"2'-0"4 3/4"W2 4'-0 7/8"5'-11 1/4" 4 3/4"4 3/4"4 3/4"19'-11"4 3/4"15'-10 7/8"23'-3 5/8"13'-1 3/8"3'-0"9'-3"5 1/4"5'-0"6"6 3/4"7'-3 1/2"5'-2 3/4" 4 3/4"2'-0"4'-8"2'-3"7'-4 3/4"3 13'-9" 4 3/4" 2'-0"4 3/4"12'-0" 4 3/4" 2'-0"4 3/4"13'-7 3/4"5'-11 7/8"11'-6 1/4"4 3/4"11'-4 5/8"4'-0"4 3/4"4'-3"4'-4 3/4"9'-11 1/8"2'-11 1/4" 4 3/4" 10'-4" 10'-1" 4 3/4" 2'-0" W1 W2 W2 W2 W2 W4 W7 W2 W1 W7 W7 NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W2 7'-1 5/8"6'-3"4'-0"6 3/4"9'-9 3/4"4 3/4"9'-6 7/8" 4'-10"2'-3"4 3/4" 5'-4"6 3/4"7'-4"6 3/4" 1'-6"1'-6" 3'-3 1/2" 2'-7"3'-7"V.I.F.V.I.F.COORDINATE ROUGH OPENING FOR SHOWER WITH MANUFACTURER 11'-4 5/8"4 3/4"4'-0"4'-4 3/4"4 3/4"6'-7 1/8"16'-1 3/4"6'-2 1/4"19'-7 5/8"3'-0"10 2'-7"3'-7"1'-6" W2 W5 W6 W4 W3 W2 1'-6" DRYERBOX VENT, TYP. 4'-6"1'-4"1'-0"6'-1 1/2"5'-5 1/4" A-4 A501 A-8 A501 A 7 E 5 101 F C D 2 3 B A-1 A501 A-1 A502 A-4 A502 A-9 A302 A-5 A302 A-13 A302 A521 H-1 A521 A-1 A521 A-6 A521 H-6 A521 M-1 A521 E-6 A521 E-10 A521 A-11 A521 L-10 4 6 98 J-1 A5067 15/16"27 7/8"27 7/8" 4.67° 7.68° 4.84° 7.67° 4.84°7.68°4.67°7 11/16"2'-8"6'-0"3'-4"6'-0"3'-4"5'-0"6'-4"5'-0"6'-4"6'-11 5/8"12 3/8"47 5/8"60"16"76"3'-8 5/8" 5 1/2" 13 1/8"7'-6"28 3/8"43 5/8"26 3/8"45 5/8" 13 1/8" CAST STONE PARAPET BELOW2'-6 3/8"5'-3 5/8"19'-0"8'-11 5/8"9'-7"10'-3 1/8"10'-10"1'-8"1'-0"4'-7 3/4"2'-8"5'-10 5/8"9'-2"6'-0 1/2" 13 1/8" 10 1/4"8'-8"6'-0"3'-0"3 3 B4 D4 D4 D2 E4 E1 B4 B4 D3 D1 B4 B4 W13 W14 W2 W2 W1 W3 W4 W1 W1 W5 D3 D1 D1 W7 W2 W1 W13 W2 W1 W1 W7W5 W4 W3 W1 D1 D2D7D4W1 D4 D4 W7 W2 W1 B4 E3 E1 E4 E1 B4 B5 3 SKA-02 1 A524 N-12 GENERAL PLAN NOTES 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 2.ALL RESIDENTIAL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR. 3.ALL DIMENSION LINES ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU/CONCRETE UNLESS OTHERWISE NOTED. 4.GWB AT ALL BATHROOMS, KITCHENS & LAUNDRY ROOMS MUST BE MOLD &MOISTURE RESISTANT. 5.FOR ENLARGD ELEVATOR & STAIR PLANS & ELEVATIONS SEE A300 DRAWINGS. 6.FOR ENLARGED KITCHEN PLANS & ELEVATIONS SEE A600 DRAWINGS. 7.FOR ENLARGED BATHROOM PLANS AND ELEVATIONS SEE A610 DRAWINGS. 8.WHEREVER SHAFT WALLS ARE LOCATED WITHIN CLOSETS, DO NOT ATTACH CLOSET ROD TO SHAFT WALL. PROVIDE INDIPENDENT SUPPORT 9.ALL DIMENSIONS NOTED AS "CLEAR" ARE MINIMUM CLEAR DIMENSIONS FROM FINISH FACE 10.PROVIDE BLOCKING OR STRAPPING AT PARTITIONS AS REQUIRED BY THE SPEC., AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED AT, CABINETS, SHELVING, COUNTERS, FIXTURES, SHOWER RODS & GLASS PARTITIONS, BASE MOULDINGS, BATHROOM ACCESSORIES, CLOSET POLES, DOORS,CHAIR RAILS AND MISC HARDWARE 11.ALL FIRE RATED WALLS INCLUDING CORRIDOR AND DEMIZING WALLS SHALL RUN CONTINUOUSLY TO THE UNDERSIDE OF SHEATHING. 12.ALL FIRE RATED SHAFT WALLS INCLUDING MECH SHAFTS AND STAIR WALLS SHALL RUN CONTINUOUSLY FROM FLOOR TO FLOOR. 13.PROVIDE P.T. LUMBER AT ALL LOCATIONS WHERE WOOD FRAMING IS IN CONTACT WITH MASONRY OR CONCRETE. A101 1 SIM 101 0 1t A KEY:SYMBOL: GRID HEAD AND GRID CENTERLINE DETAIL DRAWING CALL-OUT FLOOR LEVEL SECTION DRAWING CALL-OUT NORTH ARROW SPOT ELEVATION50.00 WINDOW TAG DOOR TAG WALL TAG FIRE EXTINGUISHER CABINETFEC NOTE: DIMENSIONS IN THIS PLAN ARE TO THE FINISH FACE OF THE WALL W2 W2 W1W7 D1 W3 W7 W1 W4 W5 W2 W1 W2 W1 W1 W1 15'-2 3/8"4 3/4"10'-4"4 3/4"10'-10 1/4"4 3/4"8'-4"6'-2 1/4" 11'-10 1/2" 6 3/4" 2'-9 1/8"2'-4 3/4"3 6'-5 1/2"5'-3"4'-4 1/4"5 1/4"5'-0"5 3/4"3'-0"8'-6"6 3/4"2'-0"4 3/4"11'-10 1/8"12"13'-8 3/8"2'-3 3/4"16'-4 7/8"2'-0"4 3/4"4'-6"4'-9"4'-2"16'-0 3/4"5'-5 3/4" 5'-11"4'-11 1/4" 6'-6"3'-10"12 3/4" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1/4" = 1'-0" BW DA 2017-10-24 A113 DETAILED FLOOR PLANS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-1 3-BEDROOM UNIT TYPE 1 1/4" = 1'-0" F-1 3-BEDROOM UNIT TYPE 2 1/4" = 1'-0" L-1 3-BEDROOM UNIT TYPE 3 1/4" = 1'-0" 1 LEVEL 2 CURVED WALL 1/4" = 1'-0" L-8 2-BEDROOM UNIT TYPE 9 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 10 PR-06 - Unit Bathroom Revisions 2018-03-08 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' MODULAR BRICK VENEER BRICK CORNICE FIBER CEMENT REVEAL PANEL SYSTEM ELEVATOR HEAD HOUSE BEYOND. FIBER CEMENT PLANK SIDING MODULAR BRICK VENEER BRICK CORNICE FIBER CEMENT PLANK SIDING, 6" REVEAL DOUBLE HUNG WINDOW ALUMINUM STOREFRONT FRAMING & GLAZING KALWALL CANOPY ON METAL STRUCTUREWALL SCONCE LEVEL 1 COMMERCIAL 122.25' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' CAST STONE HEADER CAST STONE SILL DOUBLE HUNG WINDOW WW WWW W METAL FASCIA 5/4x4 PVC CORNERBOARD VERTICAL EXPANSION JOINT VERTICAL EXPANSION JOINTS AT RECESSED BRICK, TYPICAL CANOPIES WITH STANDING SEAM METAL ROOFS A1 A1A1A1A1A1A1 A1 A1A1A1A1A1A1 C1C1C1C1 C1C1C1C1 C1C1C1C1 B1B1B1B1B1B1 B1B1B1B1B1B1 B1B1B1B1B1B1 B1B1 B1B1 A4 A1 A1 B1B1 B1B1 B1B1 B1B1 A4 A1 A1 A4 A1 A1 A1 A1 A1 A1 A1A1A1 A1A1 A1A1 A1A1 A1A1 A1A1 A1A1 CANOPIES WITH STANDING SEAM METAL ROOF 3-PART STUCCO VERTICAL EXPANSIONJOINTS AT RECESSED BRICK, TYPICAL VERTICAL EXPANSION JOINT 3-PART STUCCO CAST STONE PARAPET EB W KITCHEN EXHAUST WALL CAP WOOD POSTS WITH STEEL BASE & TOP CONNECTIONS 4 112 1/4"90"NOTE: ALL WINDOWS HAVE BEEN LOWERED BY ONE BRICK COURSE IN ORDER TO ACCOUNT FOR WOOD FRAMING DETAILS AT THE WALL HEADER. 8 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' MODULAR BRICK VENEERBRICK CORNICE FIBER CEMENT PANELS WITH ALUMINUM REVEALS KALWALL CANOPY ON STEEL AND TIMBER STRUCTUREALUMINUM STOREFRONT SYSTEM FIBER CEMENT PLANK SIDING, 6" REVEAL CANOPY WITH STANDING SEAM METAL ROOFING MODULAR BRICK VENEER BRICK CORNICE ALUMINUM STOREFRONT FRAMING & GLAZING METAL GUARDRAIL DOUBLE HUNG WINDOW SIGN SPACE LEVEL 1 COMMERCIAL 122.25' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' WW W W W CAST STONE SILLALUMINUM STOREFRONT FRAMING & GLAZING ELEVATOR HEAD HOUSE BEYOND. FIBER CEMENT PLANK SIDING METAL FASCIA 5/4x4 PVC CORNERBOARD VERTICAL EXPANSION JOINTS AT RECESSED BRICK, TYPICAL A2 A2A4A4 A2 A2A4A4 A2 A2A4A4 C2 A2 A2 A2 A2 A2 A2 A2 A2A2 A2 A2 A2 A2 A2A2 A2 A2 C2C2C2C2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 A2 A2 A2 A2 A2 A2 A2A2A2A2A2 A2 A2 A2A2 A2 A2 A2 A2 A2A2 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 A2 A2 A2 A2A2A2 A2 A2 A2 A2 A2 A2A2A4A4A2 A2 A2 A2 A2 A2 A2 A3 A3A3A3A2A2 A2 A2 A2 C2 C2C2C2C2C2 C2 C2C2C2C2C2 ALUMINUM STOREFRONT ENTRY DOOR W/ TRANSOM C2 VERTICAL EXPANSION JOINTS AT RECESSED BRICK, TYPICAL A2 A2 A2 A2 A2 A2 CANOPY CANOPY BEYONDEBW WW 3-PART STUCCO FIBER CEMENT PANELS AT BAY WINDOW BEYOND 3-PART STUCCO A2 FIBER CEMENT PANEL CANOPY WITH STANDING SEAM METAL ROOFING EXPANSION JOINT, TYP.EXPANSION JOINT, TYP. 3-PART STUCCO 3 4 4 4 4 SINGLE HUNG WINDOWS 4 4 4 MOVE KITCHEN EXHAUST 4 4 SHIFT WALL VENTS TO MAINTAIN 3' CLEARANCE FROM WINDOW 4 NOTE: ALL WINDOWS HAVE BEEN LOWERED BY ONE BRICK COURSE IN ORDER TO ACCOUNT FOR WOOD FRAMING DETAILS AT THE WALL HEADER. 8 TEMPERED GLASS AT UPPER & LOWER SASHES 8 EXPANSION JOINT, TYP.53 3/8"LEVEL 1 124.31' LEVEL 2 134.31' G EXPOSED CONCRETE FIBER CEMENT PANEL RAINSCREEN STOREFRONT TRANSOM STOREFRONT FRAMING & GLAZING ENTRY DOOR 122'-9" 122'-6" H J K L M (5) BIKE RACKS, FLO, BY LANDSCAPE FORMS 123'-9" 118'-3"118'-3"102 1/4"93 3/4"133 11/16"130 1/2"80"ELEVATION GENERAL NOTES•THE GC IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL WINDOWS SHOWN IN ELEVATIONS, SECTIONS AND FLOOR PLANS. •FIBER CEMENT PANELS ARE AVAILABLE IN 48" WIDTHS. EXTERIOR WALLS WITH SPACES GREATER THAN 48" IN WIDTH BETWEEN WINDOWS SHALL HAVE EQUALLY SPACED VERTICAL ALUMINUM REVEALS. •ALL EXTERIOR WALL MOUNTED DEVICES, LOUVERS, AND VENT CAPS LOCATED ON FIBER CEMENT PLANK SIDING SHALL BE INSTALLED ON 3/4" THICK PVC BLOCKS ALIGNED WITH THE SIDING COURSES. LEVEL 1 OFFICE 119.80' 1098 PVC CORNERBOARD FIBER CEMENT PANELS 3" DIA. S.S. DOWNSPOUT A509 A-6 Sim A510 A-1 Sim A509 A-9 Sim 8x8 TIMBER COLUMN 118'-3" 122'-9"102 1/4"LEVEL 1 OFFICE 119.80' 10 9 8 118'-3" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A201 BUILDING ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/8" = 1'-0" F-1 SOUTH ELEVATION - HOLYOKE ST 1/8" = 1'-0" A-1 WEST ELEVATION - PLEASANT ST 1/4" = 1'-0" M-5 SECTION AT LEVEL ENTRY AREA 2 1/4" = 1'-0" M-12 SECTION AT LEVEL ENTRY AREA 1 1/4" = 1'-0" M-1 SECTION AT LEVEL ENTRY AREA 3 No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 4 ASI - Window Revisions 2017-12-21 8 ASI-05 - Window Details & General Coordination 2018-02-20 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' MODULAR BRICK VENEER BRICK CORNICEFIBER CEMENT PANELS WITH ALUMINUM REVEALS FIBER CEMENT PLANK SIDING, 6" REVEAL DOUBLE HUNG WINDOW ALUMINUM STOREFRONT FRAMING & GLAZING LEVEL 1 COMMERCIAL 122.25' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' WWW 5/4x6 PVC ONE-PIECE CORNERBOARD ELEVATOR HEAD HOUSE BEYOND. FIBER CEMENT PLANK SIDING ELEVATOR VENT LOUVER, SEE HVAC 5/4x4 PVC CORNERBOARD METAL FASCIA INTAKE LOUVER, SEE HAVC. PVC TRIM SURROUND.10' MIN. SEPARATION 10'-2"EXHAUST LOUVER, SEE HAVC. PVC TRIM SURROUND. ROOF CANOPY EXHAUST WALL CAP ON PVC TRIM BLOCKING EQ EQ A1 A1A1A1A1A1A1A1 A1 A1 A1 A1 C1 C1 C1 C1 C1 C1 A1 A1 A1A1 A1 A1A1A1A1A1A1A1A1A1 A1 A1 A1A1A1A1A1A1 C1C1 C1C1 C1C1 A1A1A1A1A1A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1A1A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 SOLID PANEL BRICK WALL AT OFFICE BEYOND CAST STONE PARAPET W EB EB SEE CIVIL FOR GRADING EXPANSION JOINT 3-PART STUCCO 3 8 8 NOTE: ALL WINDOWS HAVE BEEN LOWERED BY ONE BRICK COURSE IN ORDER TO ACCOUNT FOR WOOD FRAMING DETAILS AT THE WALL HEADER. 8 A202 M-5 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' EB ELEVATOR HEAD HOUSE BEYOND. FIBER CEMENT PLANK SIDING METAL FASCIA DRIP EDGE 5/4x4 PVC CORNERBOARD 1x8 PVC WATER TABLE ROOF HATCH GUARDRAIL STANDING SEAM METAL CANOPIES A1 A1 A1 A1 A1 A1 A1 A1 A1 A1A1 A1 A1 A1 A1 A1 A1A1A1 A1A1B1B1B1A1A1A1A1 A1 A1 A1 A1 A1 A1 A1A1 A1A1 A1 A1 A1 A1 A1A1A1B1B1B1 B1 B1 B1B1B1B1 B1 B1 B1B1B1B1 A1 A1A1A1A1 A1A1A1 A1 A1A1A1A1 A1A1A1 A1 A1 A1 A1 A1 A1A1 A1A1A1A1 A1A1 A1A1 A1A1 A1 A1 A1 A1A1A1 A1 A1A1A1 A1 A1 A1A1 A1A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 CAST STONE SILL CAST STONE HEADER FIBER CEMENT PANELS FIBER CEMENT PANELS AT BAY WINDOW BEYOND EXPOSED CONCRETE, SEE SPECIFICATIONS EXPOSED CONCRETE, SEE SPECIFICATIONS MAINTAIN 36" CLEARANCE FROM OPERABLE OPENINGS FOR ENVIRONMENTAL EXHAUST KITCHEN EXHUAST TERMINATION CAP W W W KITCHEN EXHUAST TERMINATION CAP EB STANDING SEAM METAL CANOPY FIBER CEMENT PANELS EXPANSION JOINT STOREFRONT GLAZING & FRAMING WATER TABLE TRIM EXPOSED CONCRETE, SEE SPECIFICATIONS NOTE: ALL WINDOWS HAVE BEEN LOWERED BY ONE BRICK COURSE IN ORDER TO ACCOUNT FOR WOOD FRAMING DETAILS AT THE WALL HEADER. 8 W ELEVATION GENERAL NOTES•THE GC IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL WINDOWS SHOWN IN ELEVATIONS, SECTIONS AND FLOOR PLANS. •FIBER CEMENT PANELS ARE AVAILABLE IN 48" WIDTHS. EXTERIOR WALLS WITH SPACES GREATER THAN 48" IN WIDTH BETWEEN WINDOWS SHALL HAVE EQUALLY SPACED VERTICAL ALUMINUM REVEALS. •ALL EXTERIOR WALL MOUNTED DEVICES, LOUVERS, AND VENT CAPS LOCATED ON FIBER CEMENT PLANK SIDING SHALL BE INSTALLED ON 3/4" THICK PVC BLOCKS ALIGNED WITH THE SIDING COURSES. LEVEL 1 124.31' LEVEL 2 134.31' 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A202 BUILDING ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/8" = 1'-0"REF: 1 / A011 G-1 NORTH ELEVATION 1/8" = 1'-0"REF: 1 / A011 A-1 EAST ELEVATION No. REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 8 ASI-05 - Window Details & General Coordination 2018-02-20 3/8" = 1'-0" M-5 NORTH ELEVATION - DETAIL AT ENTRY AB C DN AB C A-7 A620 7 10 A-4 A301 A-8 A301 A-1 A301 CONTROL ROOM ELEVATOR MAINTENANCE JANITOR LOBBY 122.75'5 1/2"16'-2 3/8"5 1/2"Q 9 R 8 D10 D10 D9 D10 D9 M1 A524 A-1212"3'-2 7/8"12"12"12"18'-9"124.31' 8'-8"6'-11"12 1/4"5 1/2"FACE TO CMU WALL SHALL ALIGN WITH GRID Q M3 M4M1 E1 E1 D9 D1 D3 1"4 1/2" 5 1/2"2'-9 1/4"EQEQ26 3/16" 7 5/8"7 5/8" 5 5/8"2"7 5/8"7 5/8"4"3 5/8"5 1/2"6'-4 1/4"4 7/8"5/8" 5 1/2" N0TE: DIMENSIONS TO FRAMING/CMU 23 5/8"134 133 9'-0 3/8"23'-1 5/8"CLEAR 8'-9 7/8"CLEAR6'-3"5 A-7 A620 7 10 A-4 A301 A-8 A301 STORAGE ELEVATOR JAN. COMMON CORRIDOR A-1 A301 Q 98 A301 N-4 Sim 8'-8"6'-11"4"3 5/8"5 5/8"2"7 5/8"7 5/8"HVAC SHAFT 202 203 1"4 1/2" 5 5 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' A530 E-5 ELEVATOR SHAFT VENT LOUVER, SEE MECHANICAL A301 K-1 ROOF ACCESS LADDER Q A301 N-8 Sim A301 K-8 Sim 5'-0"1'-0"A301 K-4 Sim 502 SUMP PUMP 116.75' LEVEL 1 OFFICE 119.80' 710ELEVATOR PIT60"698 A530 E-1 R1 C1 C1 C8 C5 C5 C5 R4R6 CONC. RAMP SUMP PUMP, COORDINATE DIMENSIONS & LOCATION WITHELEVATOR MANUFACTURER C10 116.75' 124.31' 134.31' LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' Q R1 R6 R4R6 C4 C4 C4C1 C1 A511 G-8 A511 5 A511 G-4 C8 ELEVATOR SHAFT VENT LOUVER, SEE MECHANICAL COORDINATE DUCT OPENINGS IN 2-HR ROOF W/MECHANICAL DRAWINGS COORDINATE DUCT OPENINGS IN 2-HR FLOOR W/ MECHANICAL DRAWINGS 118'-3" 116'-9" A-4 A301 A-10 A504 A-8 A301 A-1 A301 E-11 A530 ROOFCRICKET SIDEWALL LOUVER VENT, SEE MECHANICAL 9'-11 1/4" 7 5/8"7 5/8"1'-0"5'-4"7"7 5/8"7 5/8"8'-2 1/4"8'-2 1/4"5'-11 3/4"48"x48" ROOF HATCH ELEVATOR Q ROOFTOP ERV, SEE MECH. 502 M5 M5 E1 E1 E1 M5 M1 6'-11"8'-8" ROOF STORAGE 1%1%1% RD CRICKET ELEVATOR PENTHOUSE ROOF HATCH HVAC DUCTS, SEE MECHANICAL ROOF HATCH RAILING ALIGN 5 5 SEE PLAN FOR WALL TYPE CMU BOND BEAM, SEE STRUCTURAL ELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILS 1/2" SEALANT 5/8" GWB 2x4 OR 2x6 FURRING WALL, SEE PLANS 8" CMU SHAFT WALL ELEVATOR DOOR FRAME, COORDINATE WITH MANUFACTURER'S DETAILS SEE PLAN FOR WALL TYPE ELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILS SEALANT 5/8" GWB 2x4 OR 2x6 FURRING WALL, SEE PLANS 8" CMU SHAFT WALL ELEVATOR DOOR SILL, COORDINATE WITH MANUFACTURER'S DETAILS 1/2"ELEVATOR DOOR FRAME, COORDINATE WITH MANUFACTURER'S DETAILS ELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILS FINISH FLOORING, SEE SCHEDULE 5/8" GWBFLOOR/CEILING TYPE C4 8" CMU SHAFT WALL ELEVATOR DOOR SILL, COORDINATE WITH MANUFACTURER'S DETAILS 2x8 PT LEDGER, SEE STRUCTURAL STEEL ANGLE & ANCHOR BOLT, COORDAINTE WITH MANUFACTURER'S DETAILS1/2" FROM LEVEL1/4" SILLROOF LEVEL 164.23' SINGLE-LEAF, THERMALLY BROKEN, INTEGRAL CAP FLASHING, ROOF ACCESS HATCH ROOF HATCH RAILING SYSTEM BEYOND, ANCHORED TO ROOF HATCH ABOVE ROOF SURFACE POLYISO INSULATION, R-40 MIN. 1/2" COVERBOARD FULLY-ADHERED TPO MEMBRANE SELF-ADHERED SECUREMENT STRIP SECURE TOP OF MEMBRANE FIBERGLASS INSULATION AT WALL CAVITY10"COORDINATE HEIGHT OF CURB WALL WITH TAPERED ROOFINSULATION LAYOUT ROOF/CEILING TYPE R1. OPEN-WEB ROOF TRUSS 5/8" TYPE X GWB 5/8" FIRECODE C GWB SEAL GWB TO FRAMING VAPOR BARRIER VAPOR BARRIER ELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILS FINISH FLOORING, SEE SCHEDULE 8" CONCRETE FOUNDATION WALL ELEVATOR DOOR SILL, COORDINATE WITH MANUFACTURER'S DETAILS STEEL ANGLE & ANCHOR BOLT, COORDAINTE WITH MANUFACTURER'S DETAILS1/4" SILL1/2" COMPRESSIBLE FILLER 4" CONCRETE SLAB 6"4" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A301 ELEVATOR PLANS & SECTIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-12 ELEVATOR - LEVEL 1 1/4" = 1'-0" F-12 ELEVATOR - LEVEL 2, 3 & 4 1/4" = 1'-0" A-4 ELEVATOR SECTION 2 1/4" = 1'-0" A-8 ELEVATOR SECTION 1 1/4" = 1'-0" A-1 ELEVATOR SECTION 3 1/4" = 1'-0" K-11 ROOF LEVEL ELEVATOR HEAD HOUSE 1 1/2" = 1'-0" N-8 ELEVATOR HEAD DETAIL 1 1/2" = 1'-0" N-4 ELEVATOR JAMB DETAIL 1 1/2" = 1'-0" K-8 ELEVATOR SILL DETAIL 2 1 1/2" = 1'-0" K-1 DETAIL AT ROOF HATCH 1 1/2" = 1'-0" K-4 ELEVATOR SILL DETAIL 1 No. REVISIONS/SUBMISSIONS Date 5 ASI-03 - Elevator Shaft 2018-01-24 UP DN UP REF. DN DN UP DN UP DN DN UP REF. DN UP E 51 F 2 3 A-9 A302 A-5 A302 A-13 A302 A520 H-1 A520 M-1 M1 M1M1 E9E8 B1 43'-11 5/8"6 3/4"3'-11 7/8"4'-11"5'-7"5'-2" 15'-8"8'-6 1/4"3'-11 1/8"7'-5"4'-4" 4'-8" A-9 A302 A-5 A302 A-13 A302 STAIR 1 D4 D4 D4 D4 E4 D7 D3 D1 E3E1 B4 A523 M-1 A523 H-1 W5 4 5'-1 5/8"7'-4"4'-2 3/4"3'-11 7/8"6 3/4"3'-11 7/8"4'-1 5/8"7'-5"5'-1 3/4" A-9 A302 A-5 A302 A-13 A302 STAIR 1 D4 D4 D4 D4 E4 B4 E6E4 D3 D7 D1 D1 W54'-1"7'-5"5'-1 3/4" 5'-1"7'-4"4'-2 3/4"3'-11 7/8"3'-11 7/8"W9 16'-7 3/4"8'-6 1/2"LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' LEVEL 1 OFFICE 119.80' 5 123 A511 A-11 4 R6R4 C6C4 C6C4 A303 J-4 A302 O-10 3'-5 3/8"5'-2"8'-5 3/8"10'-0"118'-3" 3/4"8"5'-7 1/8" A-1 A303 A523 A-1E4E3 E1 D4 D7D4D7 D1 D4 D4 W9 E4 152 D4 1544'-2 3/4"A-4 A511 3'-11 5/8" 6 3/4" 3'-11 5/8"9'-2"4'-0 5/8"2'-9"9"4'-10 5/8"6'-3 5/8"6'-3 1/8"8'-6"17'-5 3/8"A-1 A303 E4 D4 D4 D4 W7 D1 D3 D19"2'-9"3'-11 5/8" 6 3/4" 3'-11 5/8" 8'-6"4'-10 5/8"7'-4"5'-2 3/4"17'-5 3/8"3'-11 5/8"7'-5"6'-0 3/4"LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' LEVEL 1 OFFICE 119.80' EF A303 J-1 Sim A302 O-5 Sim A303 N-1 118'-3" A-1 A303 8'-6" 3'-11 5/8" 6 3/4" 3'-11 5/8"4'-10"7'-4"5'-2 3/4"17'-4 3/4"3'-11"7'-5"6'-0 3/4"2'-9"9"D4 D4 D4 E4 E6 D7 D3 452 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' LEVEL 1 OFFICE 119.80' A513 J-7 Sim 120'-11" 123'-3" 118'-3" A-9 A302 A-5 A302 A-13 A302 STAIR 1 B4 D4 D4 D4E3 E1 D1 D1 D7 D3 W7 W53'-11 7/8"6 3/4"3'-11 7/8"5'-1"7'-4"4'-2 3/4" 4'-1"7'-5"5'-1 3/4"8'-6 1/2"16'-7 3/4" 1 5/8"1 3/4" METAL BRACKETS AT 36" O.C. FASTENERS THROUGH PLYWOOD. SCREWS SHALL MATCH FINISH OF BRACKET. HARDWOOD HANDRAIL, STAINED & SEALED. TOP OF RAIL AT 36" A.F.F. 2-LAYERS 5/8" TYPE X GWB 1/2" PLYWOOD SHEATHING1 5/8"A-1 A303 8'-6"17'-4 3/4"3'-11"7'-5"6'-0 3/4"4'-10"7'-4"5'-2 3/4"2'-9"9"D4 D4D4 W9 E4 E3 3'-11 5/8" 6 3/4" 3'-11 5/8" 5/4x STAINED HARDWOOD WALL CAP WITH EASED EDGES 5/8" ABUSE RESISTANT GWB Z-REVEAL FOR 5/8" GWB, PAINTED TOMATCH GWB1"3/4"TAPE & JOINT COMPOUND 7 1/4" 5/8" ABUSE- RESISTANT GWB 1x3 WD STRAPPING AT 16" O.C. 2x12 STRINGER AT 16" O.C. 3/4" PLYWOOD TREAD & RISER 8 0.4 1° 1" NOSING INTEGRAL RUBBER TREAD & RISER GRIT STRIP TREAD 11"7" MAX.RISERS SHALL BE EQUAL HEIGHT FROM FLOOR TO FLOOR 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A302 STAIR PLANS & SECTIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0"REF: A-1 / A201 A-1 STAIR 1 - LEVEL 1 1/4" = 1'-0"REF: A-1 / A201 E-1 STAIR 1 - LEVEL 2 1/4" = 1'-0"REF: A-1 / A201 N-1 STAIR 1 - LEVEL 4 1/4" = 1'-0"REF: A-6 / A110 A-5 SECTION 1 AT STAIR 1 1/4" = 1'-0" J-5 STAIR 2 - LEVEL 1 1/4" = 1'-0"REF: A-1 / A201 J-8 STAIR 2 - LEVEL 2 1/4" = 1'-0"REF: A-6 / A110 A-9 SECTION 2 AT STAIR 1 1/4" = 1'-0" J-13 STAIR 2 - LEVEL 4 1/4" = 1'-0" A-13 SECTION 3 AT STAIR 1 1/4" = 1'-0" J-1 STAIR 1 - LEVEL 3 3" = 1'-0" O-8 INT. HANDRAIL 1/4" = 1'-0" J-10 STAIR 2 - LEVEL 3 3" = 1'-0" O-5 WALL CAP DETAIL 1 1/2" = 1'-0" O-10 DETAIL AT STAIR NOSING No. REVISIONS/SUBMISSIONS Date DN UP REF.DN UP DN 12 V S L-7 A303 A-7 A303 11 U T 3'-11 7/8"6 3/4"4'-0 3/8" 8'-7" D4 D4 W15M1 E4 D4 4'-1 1/2"7'-4"6'-0 3/4"17'-6 1/4"5'-1 1/2"6'-11 1/4"5'-5 1/2"155 153 170 L-7 A303 A-7 A303 D3 D4D4 D3 W5 D4 B2 B1E1 E3 E4 D4 D4 D1 D1 253 3'-11 7/8"6 3/4"3'-11 7/8" 8'-6 1/2"5'-11 3/4"7'-4"4'-1 7/8"17'-5 5/8"5'-0 7/8"7'-4"5'-0 3/4"W9 W5 A-7 A303 D4 D4 D4 W9 E4 E4 B1 B2 E4 D4 D4 W5 D1D1 3'-11 7/8"6 3/4"3'-11 7/8" 8'-6 1/2"5'-11 3/4"7'-5"4'-0 7/8"17'-5 3/4"5'-0 7/8"7'-4"5'-0 3/4"LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' C4 C6 C4 C6 C4 C6 R6R4 A511 G-1 A511 M-11 117'-3" 121'-7 1/4" 122'-7 3/4" 117'-3" LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' W V S C6 C4 C6 C4 C4C6 R6 R4 C6 U T C11 CAST STONE PARAPET BRICK VENEER A302 O-5 Sim 112'-3 3/4" 120'-7 3/4" 118'-8 1/2" LEVEL 1 OFFICE 119.80' VS C6C4 C10 UT A511 M-11 Sim 112'-3 3/4" 118'-8 1/2" 124'-3 3/4" 134'-3 3/4" SEWER PUMP, SEE PLUMBING. COORDINATE UNDERSLAB PLUMBING WITH MANUFACTURER'S DETAILS 112'-3 3/4" SLEEVE AT CONCRETE WALL, TYPICAL. 122'-7 3/4" 1x12 WOOD STAIR STRINGER, PAINTED 5/8" TYPE X GWB 1/2" PLYWOOD 3-1/2" MINERAL WOOL INSULATION RUBBER STAIR TREAD & INTEGRAL RISER 3/4" PLYWOOD 2x12 STRINGER. ATTACH TO STUDS THROUGH GWB TAPE GWB 5/8" TYPE X ABUSE-RESISTANT GWB 5/8" TYPE X ABUSE- RESISTANT GWB AT UNDERSIDE OF STAIR ON WD STRAPPING FIRESTOP SEALANT FLOOR / CEILING TYPE C4 GWB DROP CEILING AT CORRIDOR DEMISING WALL TYPE D4 CONTINUE GWB UP TO BOTTOM OF FLOOR SHEATHING, TYPICAL AT ALL 2-HOUR RATED WALLS. DOOR PANEL, SEE SCHEDULE 4" ALUMINUM SADDLE THRESHOLD, SEE SCHEDULE 1x3 WD STRAPPING 2x10 STAIR LANDING JOISTS AT 16" O.C. 1/2" PLYWOOD BLOCKING AT DOOR SILL HOLLOW METAL DOOR FRAME BEYOND HOLLOW METAL DOOR FRAME DOOR PANEL, SEE SCHEDULE HEADER, SEE STRUCTURAL 2x8 LEDGER, SEE STRUCTURAL LEVEL 3 144.31' FIRESTOP SEALANT FLOOR / CEILING TYPE C1 2x4 BLOCKING DEMISING WALL TYPE D4 CONTINUE GWB UP TO BOTTOM OF FLOOR SHEATHING, TYPICAL AT ALL 2-HOUR RATED WALLS. FINISH FLOOR & WALL BASE, SEE SCHEDULE 1/2" RESILIENT CHANNEL 3/4"PLYWOOD DECK AT LANDING BEYOND 2x10 LEDGER AT LANDING BEYOND BOTTOM OF 2x10 JOISTS AT 16" O.C. AT LANDING BEYOND 9 1/4""PRE-ROCK" WALL AT LEDGER WITH HIGH DENSITY TYPE X DENSGLASS GWB 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A303 STAIR PLANS & SECTIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-13 STAIR 3 - LEVEL 1 OFFICE 1/4" = 1'-0" F-13 STAIR 3 - LEVEL 2 & 3 1/4" = 1'-0" L-13 STAIR 3 - LEVEL 4 1/4" = 1'-0" A-1 SECTION 1 AT STAIR 2 1/4" = 1'-0" A-7 SECTION 1 AT STAIR 3 1/4" = 1'-0" L-7 SECTION 2 AT STAIR 3 3" = 1'-0" J-1 STAIR SKIRT DETAIL 1 1/2" = 1'-0" J-4 DETAIL AT STAIR DOOR 1 1/2" = 1'-0" N-1 DETAIL AT STAIR RIMBOARD No. REVISIONS/SUBMISSIONS Date AB C REF.REF.REF.REF.REF.REF.REF.REF. C1 8'-0 3/4" C1 8'-0 3/4" C1 C1 C2 C2 8'-0 3/4" C2 8'-0 3/4"C1 C1 C1 8'-0 3/4" C1 8'-0 3/4" C1 RFCRFC RFC RFCRFCRFC RFC C1 8'-0 3/4" C4 7'-2" C1 8'-0 3/4" C1 8'-0 3/4" C2 8'-0 3/4"C2 8'-0 3/4" C2 8'-0 3/4" C2 8'-0 3/4" C4 7'-5 1/4" C4 7'-2" RFC RFC RFC RFC F1 F2 F2 F4 T C1 8'-0 3/4" N2 7'-3 1/2"C3 F6 EQ EQ7'-6"EQ EQ EQEQEQEQUNIT 101 UNIT 102 UNIT 104 UNIT 103 UNIT 105 UNIT 106 UNIT 107 SEE UNIT 106 KEQ EQ EQEQT T T T C F2 C1 8'-0 3/4" C1 8'-0 3/4"4'-1"6'-2" F1 F3 C1 C1 C3C1 C3C1 C1 C1 C1 C1 C1 N2 EQEQF7 F8 F8 F1 F1 F3F3 F3 F2F2 F2 F4 F4 KK F7 A401 A-10 Sim C2 8'-0 3/4" F5 K F5F5 F6 SEE UNIT 103 F6 C1 C3 M2 M2 M1C C C C M1 F3 K F4 C2 8'-0 3/4" F3 F6 F3 F7 F5 F1 F2 F2 AE C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C2 8'-0 3/4" C4 7'-10" F1 F1 F5 F3 F2 F4 F7 T T T 30 3/8" 29 5/8"29 3/8"36 5/8"C2 8'-0 3/4" C2 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C2 8'-0 3/4" C1 K C1 C3 7'-11"EQEQEQEQ55 15/16" T SEE ENLARGED REFLECTED CEILING PLAN AE CE CE C1 8'-0 3/4" CE C CE 2'-6"CCEC C C C4 7'-8" CX 7'-2" CX 6'-10" C9 5'-11 3/4" C4 5/8" / 12"C7 UE UE UE UE C9 UEUE N1 N1 C8 F6 STEEL BEAMS, SEE STRUCTURAL KALWALL PANEL CANOPY ROOFSOFFIT ALIGN ALIGN FLAT CANOPY FLAT CANOPY AT BAY WINDOW ABOVE KALWALL CANOPY PROVIDE SHEET METAL CEILING. TnG WD CEILING AT BAY WINDOWS, TYPICAL. STAIR CANOPY STAIR CANOPY STAIR CANOPY 1 AE A A AE AE A A AE A AE AE A AE A A LLEL UE UE AE AE AE AE 11 15/16"18" 3 3'-6"7'-3 3/4"9'-2"9'-2"8'-0"8'-0"4'-9 1/2"EQEQ8'-0"6'-0" A-10 A40217'-4 1/8"GENERAL REFLECTED CEILING PLAN NOTES •DO NOT SCALE DRAWINGS FOR CONSTRUCTION •ARCHITECTURAL REFLECTED CEILING PLANS SHOW PORTIONS OF THEMECHANICAL, ELECTRICAL, AND FIRE PROTECTION EQUIPMENT AND SYSTEMS FOR LOCATION COORDINATION ONLY. REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR FULL SCOPE OF WORK. •CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL. •SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR. •ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN ALL ROOMS / SPACES, U.O.N. •ALL DOWN LIGHTS, SMOKE DETECTORS, EXIT SIGNS, SPRINKLER HEADS, RETURN/SUPPLY DIFFUSERS, DEVICES, ETC. LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN THE TILE, U.O.N. •ALL DIMENSIONS OF FIXTURES, DEVICES, ETC. ARE TO THE CENTERLINE OF FIXTURE, U.O.N. WHERE ITEMS ARE IN LINE, CENTERLINE OF ITEMS OR GROUP OF ITEMS TO ALIGN, U.O.N.•ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP-FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. •GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF ALL CEILING ELEMENTS AND PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW FOR APPROVAL. MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS. SEE RCP's FOR HEIGHT. ACOUSTIC CEILING TILE. HEIGHT ABOVE FLOOR LEVEL VARIES. LEGEND RECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS. DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS. KITCHEN SOFFIT REFER TO SECTIONS FOR HEIGHT ABOVE FLOOR LEVEL. GWB AT CORRIDOR AND UNIT CEILINGS, TYPICAL. SEE RCP's FOR HEIGHT. 2x4 / 2x2 FLUORESCENT CEILING FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING HVAC SUPPLY, SEE MECHANICAL DRAWINGS. CEILING HVAC RETURN, SEE MECHANICAL DRAWINGS. C#CEILING TYPE TAG. SEE A011 FOR CEILING/FLOOR TYPES. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE. CEILING ACCESS PANELS. SIZE VARIES. PROVIDE FIRE-RATED PANELS BASED ON CEILING TYPE. ROOF HATCH OR AUTOMATIC SMOKE HATCH TIED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED FAN COIL. SEE MECHANICAL DRAWINGS. KEYED NOTES N1 2-HOUR RATED SHAFT N2 ALIGN WITH CENTERLINE OF SINK BELOWN3CEILING HEIGHT TRANSITION EQEQ2'-0" C12 10'-2" EQ EQ EQ EQ EQEQEQEQC12 10'-2" C12 10'-2" C12 9'-2" C12 9'-2" C12 10'-2" C12 10'-2" C12 10'-2" C12 10'-2" C12 10'-2" C12 10'-2" C12 10'-2" C12 9'-2" C12 9'-2" C12 10'-2" C12 10'-2" C12 10'-2" C12 10'-2"EQEQEQ EQ EQ EQ EQEQ2'-0"EQEQEQ EQ EQEQ1'-5 5/8"EQEQ1'-7 5/8"5'-9"5'-9"3'-9 1/4"2'-0"3'-6 1/4" EQ EQ EQ EQ EQ EQEQ EQ3'-10 1/4"1'-7" 4'-7"1'-9 1/8"1'-5 5/8"2'-7" 2'-7" EQ EQ2'-0"7'-6"2'-8" 1'-6"4 1/4"EQ EQ EQEQ8'-0" 3'-3"1'-6"4'-0" EQ EQEQEQ 6'-0 3/4"6'-0 3/4"7'-0"7'-0"7'-0"2'-4 7/8"6'-6"6'-6"3'-2"3'-0"3'-0"2'-0" EXPOSED STRUCTURE OPEN CEILING M1 M1 M2 N2 N2 N2 N2 N2 N2 N2 N2 N1 N1 N1 M1 L3L35'-0 3/4"1'-10" M1 M1 M1 M1L2 L2 L2 M3M3M3M3M3 Q Q CANOPY WITH TnG WD FINISH CEILING CANOPY WITH TnG WD FINISH CEILING CANOPY WITH TnGWD FINISH CEILING CANOPY WITH TnG WD FINISH CEILING C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C11 8'-2" C10 5/8" MR GWB AT CLOSET UNFINISHED UNDER STAIRS 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A401 LEVEL 1 REFLECTED CEILING PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/8" = 1'-0" A-1 LEVEL 1 REFLECTED CEILING PLAN 3/16" = 1'-0" A-10 LEVEL 1 OFFICE 1/8" = 1'-0" A-7 BASEMENT C10 C10 LIGHTING SCHEDULE C2 4" RECESED DOWNLIGHT L2 2x2 RECESSED LIGHT L3 2x4 RECESSED LIGHT M1 8' PENDANT STRIP FIXURE M2 8' PENDANT STRIP FIXURE M3 4' PENDANT STRIP FIXURE N1 DECORATIVE PENDANT LIGHT N2 PENDANT CYLINDER DOWNLIGHT Q VANITY LIGHT FIXTURE No. REVISIONS/SUBMISSIONS Date 1 MASONRY WALL REVISIONS 2017-10-13 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 REF.AB C REF.REF.REF. REF. REF. REF.REF. REF.REF.REF. REF. REF.REF.REF. REF. RFC RFCRFC RFCRFCRFC RFC RFC RFC RFC RFC RFC SEE UNIT 106SEE UNIT 106 SEE UNIT 106 SEE UNIT 106 SEE UNIT 106 F6 F3 RFCRFCRFCK F4 K G F3 F2 F2 C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4"F3 C2 C2 8'-0 3/4" UNIT 209 UNIT 211 UNIT 207 UNIT 208 UNIT 210 UNIT 212 UNIT 214 UNIT 213 UNIT 215 UNIT 216 UNIT 201 UNIT 202 UNIT 203 UNIT 204 UNIT 205 UNIT 206 SEE UNIT 205SEE UNIT 205 C1 8'-0 3/4" C2 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C1C2 8'-0 3/4" C2 8'-0 3/4" C1 C1C1 C1 C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C2 8'-0 3/4" C1C1 C1 C1 C1 C1 C1 C1 C4 7'-10" C5 7'-7" C4 7'-10 3/4" C4 7'-10" F6 F6 F6 F6 K F1 F2 F1 F1 F2 F8 F8 F8 F7 F5 F1 F4 K? F5 F2 K F5 F1 F2 F2 F7 F5 F5 F5 F4 K K K K K K F1 F2 F2 F4 F5 F5 F2 F2 F5F3F3F3 F7 F8 G F8 F8 F1 F2 C1 8'-0 3/4" C1 8'-0 3/4" F7 C1 8'-0 3/4" C2 8'-0 3/4" F4 F2 G G C1 C1 C1 C1 C1 C1 C1 C2 8'-0 3/4" C1 C1 C1 C1 C1C1 C1 C1 C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C2 8'-0 3/4" F3 F3 F8 F1F2F2 F3 F4 F8 F4 F2 C1 8'-0 3/4" C2 8'-0 3/4" C1 8'-0 3/4" C2 C2 C1 C1C1 C1 C1 C1 C1 C1 F4 F2F2F1 F3 F7 F1 F3 F3 F3 F3 G C2 C2 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" C1 8'-0 3/4" G C1 C1 C7 ALIGN CEILING WITH WINDOW HEAD FINISH. SEE DETAILS. C4 7'-10" N1 T T N3 F6 F6 GENERAL REFLECTED CEILING PLAN NOTES •DO NOT SCALE DRAWINGS FOR CONSTRUCTION •ARCHITECTURAL REFLECTED CEILING PLANS SHOW PORTIONS OF THEMECHANICAL, ELECTRICAL, AND FIRE PROTECTION EQUIPMENT AND SYSTEMS FOR LOCATION COORDINATION ONLY. REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR FULL SCOPE OF WORK. •CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL. •SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR. •ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN ALL ROOMS / SPACES, U.O.N. •ALL DOWN LIGHTS, SMOKE DETECTORS, EXIT SIGNS, SPRINKLER HEADS, RETURN/SUPPLY DIFFUSERS, DEVICES, ETC. LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN THE TILE, U.O.N. •ALL DIMENSIONS OF FIXTURES, DEVICES, ETC. ARE TO THE CENTERLINE OF FIXTURE, U.O.N. WHERE ITEMS ARE IN LINE, CENTERLINE OF ITEMS OR GROUP OF ITEMS TO ALIGN, U.O.N.•ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP-FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. •GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF ALL CEILING ELEMENTS AND PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW FOR APPROVAL. MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS. SEE RCP's FOR HEIGHT. ACOUSTIC CEILING TILE. HEIGHT ABOVE FLOOR LEVEL VARIES. LEGEND RECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS. DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS. KITCHEN SOFFIT REFER TO SECTIONS FOR HEIGHT ABOVE FLOOR LEVEL. GWB AT CORRIDOR AND UNIT CEILINGS, TYPICAL. SEE RCP's FOR HEIGHT. 2x4 / 2x2 FLUORESCENT CEILING FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING HVAC SUPPLY, SEE MECHANICAL DRAWINGS. CEILING HVAC RETURN, SEE MECHANICAL DRAWINGS. C#CEILING TYPE TAG. SEE A011 FOR CEILING/FLOOR TYPES. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE. CEILING ACCESS PANELS. SIZE VARIES. PROVIDE FIRE-RATED PANELS BASED ON CEILING TYPE. ROOF HATCH OR AUTOMATIC SMOKE HATCH TIED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED FAN COIL. SEE MECHANICAL DRAWINGS. KEYED NOTES N1 2-HOUR RATED SHAFT N2 ALIGN WITH CENTERLINE OF SINK BELOWN3CEILING HEIGHT TRANSITION 1'-10 1/2"1'-10 1/2" 3'-9" 5/8" FIRECODE C GWB CEILING CEILING CASETTE, SEE MECHANICAL ACOUSTIC INSULATION 2x4 INFILL FRAMING SEE STRUCTURAL FOR FRAMING DETAILS 13 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A402 LEVEL 2 REFLECTED CEILING PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/8" = 1'-0" A-1 LEVEL 2 REFLECTED CEILING PLAN No. REVISIONS/SUBMISSIONS Date 13 Future Revisions Date 4 1 1/2" = 1'-0" A-10 DETAIL AT CEILING CASSETTE AB C REF.REF.REF.REF. REF. REF. REF. REF. REF.REF.REF.REF. REF. REF.REF.REF. SEE UNIT 106SEE UNIT 106SEE UNIT 106 SEE UNIT 106 SEE UNIT 106 SEE UNIT 103 SEE UNIT 208 SEE UNIT 205SEE UNIT 205 SEE UNIT 205 SEE UNIT 202 SEE UNIT 201 SEE UNIT 207 SEE UNIT 215 SEE UNIT 216 SEE UNIT 209 UNIT 309 UNIT 311 UNIT 308 UNIT 310 UNIT 312 UNIT 314 UNIT 313 UNIT 315 UNIT 316 UNIT 301 UNIT 302 UNIT 303 UNIT 304 UNIT 305 UNIT 306 UNIT 307 N1 GENERAL REFLECTED CEILING PLAN NOTES •DO NOT SCALE DRAWINGS FOR CONSTRUCTION •ARCHITECTURAL REFLECTED CEILING PLANS SHOW PORTIONS OF THEMECHANICAL, ELECTRICAL, AND FIRE PROTECTION EQUIPMENT AND SYSTEMS FOR LOCATION COORDINATION ONLY. REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR FULL SCOPE OF WORK. •CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL. •SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR. •ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN ALL ROOMS / SPACES, U.O.N. •ALL DOWN LIGHTS, SMOKE DETECTORS, EXIT SIGNS, SPRINKLER HEADS, RETURN/SUPPLY DIFFUSERS, DEVICES, ETC. LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN THE TILE, U.O.N. •ALL DIMENSIONS OF FIXTURES, DEVICES, ETC. ARE TO THE CENTERLINE OF FIXTURE, U.O.N. WHERE ITEMS ARE IN LINE, CENTERLINE OF ITEMS OR GROUP OF ITEMS TO ALIGN, U.O.N.•ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP-FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. •GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF ALL CEILING ELEMENTS AND PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW FOR APPROVAL. MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS. SEE RCP's FOR HEIGHT. ACOUSTIC CEILING TILE.HEIGHT ABOVE FLOOR LEVEL VARIES. LEGEND RECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS. DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS. KITCHEN SOFFIT REFER TO SECTIONS FOR HEIGHT ABOVE FLOOR LEVEL. GWB AT CORRIDOR AND UNIT CEILINGS, TYPICAL. SEE RCP's FOR HEIGHT. 2x4 / 2x2 FLUORESCENT CEILING FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING HVAC SUPPLY, SEE MECHANICAL DRAWINGS. CEILING HVAC RETURN, SEE MECHANICAL DRAWINGS. C#CEILING TYPE TAG. SEE A011 FOR CEILING/FLOOR TYPES. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE. CEILING ACCESS PANELS. SIZE VARIES. PROVIDE FIRE-RATED PANELS BASED ON CEILING TYPE. ROOF HATCH OR AUTOMATIC SMOKE HATCH TIED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED FAN COIL. SEE MECHANICAL DRAWINGS. KEYED NOTES N1 2-HOUR RATED SHAFT N2 ALIGN WITH CENTERLINE OF SINK BELOWN3CEILING HEIGHT TRANSITION 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A403 LEVEL 3 REFLECTED CEILING PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/8" = 1'-0" A-1 LEVEL 3 REFLECTED CEILING PLAN No. REVISIONS/SUBMISSIONS Date AB C REF.REF.REF. REF. REF.REF.REF.REF. REF. REF. REF. REF. REF. REF. REF.REF.SEE UNIT 106SEE UNIT 106 SEE UNIT 106 SEE UNIT 106 SEE UNIT 106 SEE UNIT 103 SEE UNIT 215 SEE UNIT 216 SEE UNIT 205 SEE UNIT 202 SEE UNIT 201 SEE UNIT 205 SEE UNIT 205 SEE UNIT 208 SEE UNIT 207 UNIT 409 UNIT 411 UNIT 408 UNIT 410 UNIT 412 UNIT 414 UNIT 413 UNIT 415 UNIT 416 UNIT 401 UNIT 402 UNIT 403 UNIT 404 UNIT 405 UNIT 406 UNIT 407 R1 R1 8'-1" R1 R1 R1 R1 8'-1"R1 8'-1" R2 8'-1" RFC F7 F1 EQEQEQ EQ 3'-2 1/2"3'-3"EQEQF2 F2F4 K6'-6"5'-8 3/4"4'-6"EQEQ22"3'-3"3'-2 1/2" R1 R1 R6 R4 7'-10" R5 7'-7" R4 7'-10 3/4" R4 7'-10" R4 7'-10" R4 7'-10" R6 R6 R6 N1 N3 N3 GENERAL REFLECTED CEILING PLAN NOTES •DO NOT SCALE DRAWINGS FOR CONSTRUCTION •ARCHITECTURAL REFLECTED CEILING PLANS SHOW PORTIONS OF THE MECHANICAL, ELECTRICAL, AND FIRE PROTECTION EQUIPMENT AND SYSTEMS FOR LOCATION COORDINATION ONLY. REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR FULL SCOPE OF WORK. •CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL. •SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR. •ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN ALL ROOMS / SPACES, U.O.N. •ALL DOWN LIGHTS, SMOKE DETECTORS, EXIT SIGNS, SPRINKLER HEADS, RETURN/SUPPLY DIFFUSERS, DEVICES, ETC. LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE CENTERED IN THE TILE, U.O.N. •ALL DIMENSIONS OF FIXTURES, DEVICES, ETC. ARE TO THE CENTERLINE OF FIXTURE, U.O.N. WHERE ITEMS ARE IN LINE, CENTERLINE OF ITEMS OR GROUP OF ITEMS TO ALIGN, U.O.N. •ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP-FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. •GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF ALL CEILING ELEMENTS AND PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW FOR APPROVAL. MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS. SEE RCP's FOR HEIGHT. ACOUSTIC CEILING TILE. HEIGHT ABOVE FLOOR LEVEL VARIES. LEGEND RECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS. DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS. KITCHEN SOFFIT REFER TO SECTIONS FOR HEIGHT ABOVE FLOOR LEVEL. GWB AT CORRIDOR AND UNIT CEILINGS, TYPICAL. SEE RCP's FOR HEIGHT. 2x4 / 2x2 FLUORESCENT CEILING FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING HVAC SUPPLY, SEE MECHANICAL DRAWINGS. CEILING HVAC RETURN, SEE MECHANICAL DRAWINGS. C#CEILING TYPE TAG. SEE A011 FOR CEILING/FLOOR TYPES. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE. CEILING ACCESS PANELS. SIZE VARIES. PROVIDE FIRE-RATED PANELS BASED ON CEILING TYPE. ROOF HATCH OR AUTOMATIC SMOKE HATCH TIED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS. CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS. DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. LINEAR FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL DWGS. CEILING MOUNTED FAN COIL.SEE MECHANICAL DRAWINGS. KEYED NOTES N1 2-HOUR RATED SHAFT N2 ALIGN WITH CENTERLINE OF SINK BELOW N3 CEILING HEIGHT TRANSITION 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A404 LEVEL 4 REFLECTED CEILING PLAN NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/8" = 1'-0" A-1 LEVEL 4 REFLECTED CEILING PLAN No. REVISIONS/SUBMISSIONS Date LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' A A501 K-1 A501 K-8 A513 A-1 118'-3" SIDEWALK, SEE CIVIL. SLOPE AWAY FROM BUILDING LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' A CB A501 K-11 A513 A-6 A501 K-8 Sim A503 K-5 A501 K-4 118'-3" 6 10 A513 A-6 Sim A501 K-8 Sim A501 K-1 Sim A501 K-4 Sim C10 C1 C1 R1 9 118'-3" LEVEL 1 OFFICE 119.80' 10 A510 A-1 A510 F-11 A513 J-1 A503 K-1 A513 J-7 Sim A510 A-11 9 8x8 WOOD COLUMN SUPPLIED BY OWNER 20"12"STEEL BASE PLATE STEEL BEAMS, SEE STRUCTURAL KALWALL PANELS 2" / 12" 118'-3" LEVEL 2 134.31' A 2x4 PURLIN BLOCKING AT 16" O.C. 2-1/2"x2-1/2"x1/4" CONTINUOUS STEEL ANGLE FIRESTOP SEALANT 1-HR SPRAYFIREPROOFING 1x6 Tng WD CEILING L5x4.5x5/16 GLAV ANGLE SEALANT 136'-3 3/4" SHELF ANGLE UNIT WITH HORIZONTAL WEEPS ABF FLASHING A550 A-1 Sim 2x12 WD BLOCKING (CUT TO SIZE) BACKER ROD & SEALNT SEALNT 5/8" GWB RETURN SHIM AS REQUIRED STOREFRONT HEAD129'-4 1/4" STOREFRONT HORIZONTAL MULION 2" Z-CLIPS AT 16" O.C.2" DEFLECTION TRACK METAL J-BEAD BACKER ROD & SEALANT 3-PART STUCCO WITH METAL LATH TURN UP ADHESIVE UNDERLAYMENT METAL COUNTERFLASHING STANDING SEAM METAL ROOF SELF-ADHESIVE BITUMINOUS UNDERLAYMENT 5/8" SHEATHING 130'-6" 2-1/2" METAL FRAMING AT 16" O.C. VARIES PERFORATED WEEP CASING BEAD WRAP METAL FLASHING AT HEAD EXPOSED METAL FLASHING SCRIBE AT CURVE 8" METAL RUNNER 2-1/2" METAL JOISTS AT 16" O.C. 8" (2)3-5/8" METAL FRAMING AT 16" O.C. 1-1/2" XPS INSULATION16" / 12"53.11°131'-0 1/4" 3-5/8" METAL RUNNER WITH PAF CONNECTIONS TO UNDERSIDE OF DECK 3-5/8" METAL BRACING 135'-7 7/8" 8 LEVEL 3 144.31' A 8" CAST STONE HEADER CAST STONE SILL MASONRY TIES MASONRY VENEER A550 A-1 Sim A550 A-1 Sim CLOSED CELL SPRAY FOAM INSULATION BRICK RETURN BEYOND 6"5 1/8" 10 3/8" 5 1/2" 2 1/4" 8 8 22 1/4"1 1/4"21"LEVEL 2 134.31' A FIRESTOP SEALANT 1-HR SPRAY FIREPROOFING WRAP ABF FLASHING AT 2x12 WD BLOCKING BACKER ROD & SEALNT. FILL GAPS WITH LOW EXPANSION FOAM INSULATION, TYP. SEALNT 5/8" GWB RETURN SHIM AS REQUIRED SECUREMENT STRIP MEMBRANE ROOF W/ 1/2" COVERBOARD 2-LAYER MEMBRANE AT PARAPET CORNERS GALV. MASONRY CLIPS AT JOINTS 5 3/8" 14 1/2" 2 1/2" 6.3%4"16" 1 1/2" SINGLE SLOPE CAST STONE WALL CAP L7x4.5x3/8 GALV ANGLE METAL J-BEAD AT STUCCO SHELF ANGLE UNIT WITH HORIZONTAL WEEPS THRU-WALL FLASHING 2" Z-CLIPS AT 16" O.C. 2" DEFLECTION TRACK 1x3 PT BLOCKING SHEET METAL FASCIA 1x6 Tng WD CEILING STOREFRONT HEAD METAL DRIP EDGE 3-PART STUCCO WITH METAL LATH TURN UP ADHESIVE UNDERLAYMENT METAL COUNTERFLASHING STANDING SEAM METAL ROOF SELF-ADHESIVE BITUMINOUS UNDERLAYMENT 5/8" SHEATHING 2-1/2" MTL STUDS AT 16" O.C. PERFORATED WEEP CASING BEAD METAL HEAD FLASHING 4 7/8"4 1/8" STOREFRONT HORIZONTAL MULION Z-CLIP, CUT TO FIT BETWEEN SEAMS ABF FLASHING LAPPED OVER METAL COUTNERFLASHING DETAIL EDGES WITH LIQUID FLASHING 8 " / 1 2"1'-2" 3'-8" 2-1/2" METAL JOISTS AT 16" O.C. SCREW CONNECTIONS 2-1/2"x2-1/2"x1/4" CONTINUOUS STEEL ANGLE 33.69°131'-0 1/4"8" METAL RUNNER SCREW CONNECTIONS 3-5/8" METAL STUDS AT 16" O.C. 2x6 PT SILL PLATE 2x4 KICKER AT 32" O.C. 5/8" PLYWOOD 134'-11 3/4" 135'-10 3/8"6"7 1/2"LEVEL 1 COMMERCIAL 122.25' A STOREFRONT GLAZING, TEMPERED, TYP. CONCRETE SIDEWALK, SEE CIVIL 1-1/2" XPS INSULATION AT SLAB EDGE STOREFRONT HORIZONTAL MULLION COMPRESSIBLE FILLER STOREFRONT SILL PAN BACKER ROD & SEALANT SHIM STOREFRONT SILL STOREFRONT SOLID PANEL AT LOWER SASH, SEE ELEVATIONS.3 1/2"5" 7 1/8" 1" 2" XPS UNDERSLAB INSULATION 8"6"8"118'-0" 1'-0 3/8" 1 5/8" 8 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A501 BUILDING SECTIONS & DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-1 WALL SECTION 1 1/4" = 1'-0" A-4 WALL SECTION 2A 1/4" = 1'-0" A-8 WALL SECTION 3 1/4" = 1'-0"REF: 1 / A011 A-11 WALL SECTION 4 1" = 1'-0" K-1 DETAIL AT STOREFRONT HEAD 1 1 1/2" = 1'-0" K-8 DETAIL AT RIMBOARD - BRICK 1 1" = 1'-0" K-11 DETAIL AT STOREFRONT HEAD 2 1" = 1'-0" K-4 DETAIL AT STOREFRONT SILL 1 No. REVISIONS/SUBMISSIONS Date 6 ASI-04 - Slab Step and Grid V Revisions 2018-02-01 8 ASI-05 - Window Details & General Coordination 2018-02-20 LEVEL 1 OFFICE 119.80' 10 A502 K-1 A502 K-6 C10 C1 C1 A503 K-12 9 118'-3"109 1/2"84"LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' 1 A513 J-1 Sim A513 J-7 Sim BAY WINDOW BEYOND ROOF CANOPY BEYOND EXTERIOR DOOR A550 A-11 Sim C1 C1 A510 M-1 FIBER CEMENT RAINSCREEN PANELS 122'-9" 118'-3" LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 COMMERCIAL 122.25' LEVEL 1 OFFICE 119.80' 1 A513 A-1 Sim A502 K-12 A503 K-9 C10 C1 C1 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' PN A504 K- A513 J-1 Sim A513 J-7 Sim A503 K-1 Sim A505 K-5 A503 K-12 Sim 117'-3" 115'-3" LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' A513 J-1 Sim A503 K-1 Sim A513 J-7 A510 H-7 Sim 117'-3" 10 1-HR SPRAY FIREPROOFING 2" Z-CLIPS AT 16" O.C. 2" DEFLECTION TRACK 8" METAL STUDS AT 16" O.C. 131'-4 1/2" 5/4x5 PVC HEAD TRIM SEALANT CEILING ASSEMBLY: 3-5/8" METAL FRAMING AT 16" O.C. 1/2" EXTERIOR GYPSUM SHEATHING WEATHER BARRIER 1-1/2" RIGID INSULATION 1x4 PT WD FURRING AT 16" O.C. 1x6 TnG WD CEILING ALUMINUM SILL TRIM 132'-7 1/2" INSECT SCREEN 2x4 PT WD BLOCKING 131'-5" 5/16" FIBER CEMENT PANEL 1x4 PT WD FURRING AT 16" O.C. 1-1/2" RIGID INSULATION WEATHER BARRIER 1/2" EXT. GYP. SHEATHING 3-5/8" METAL FRAMING AT 16" O.C. METAL HEAD FLASHING. WRAP SHEET METAL TO CONCEAL SHEATHING & BLOCKING R-36 MIN. CLOSED CELL SPRAY FOAM INSULATION FINISH FLOOR & WALL BASE, SEE SCHEDULE EXTERIOR WALL TYPE E4 ALUMINUM SHEET METAL FLASHINGSEALANT METAL HEAD FLASHING 3 3/4" 129'-4 1/4" FIRESTOP SEALANT 134'-3 3/4"7 1/2"SINGLE-PLT TPO MEMBRANE 1/2" COVERBOARD 13"TPO STRIPPING, HOT AIR WELDEDTAPERED INSULATION. SLOPE 1/4" PER 12" 2.1% 2x6 PARAPET FRAMING SHEET METAL FASCIA 1x4 PT WD FURRING 1/4" FIBER CEMENT SOFFIT 5/16" FIBER CEMENT PANELS 1x4 PT WD VERTICAL FURRING DO NOT CHALK AT TOP FOR VENTILATION 1x3 PVC TRIM 1x6 PVC TRIM 2x6 PT WD BLOCKING 2x6 AT 16" O.C., ANGLED BOTTOM CONT. HOOK STRIP AT DRIP EDGE CONTINUOUS METAL HOOK STRAP TPO CLAD METAL FASCIA LAP TPO OVER FASCIA BEHIND HOOK STRAP 1" TERMINATION BAR TPO COUNTERFLASHING SELF-ADHERED SECUREMENT STRIP SINGLE-PLT TPO MEMBRANE LAP TPO OVER FASCIA BEHIND METAL 2x6 PT FRAMING, TAPERED BOTTOM EDGE TPO STRIPPING, HOT AIR WELDED 3.5% 5/8" PT PLYWOOD WD BLOCKING ALUMINUM TRIM J SOFFIT CEILING/ROOF TYPE R1 3/4" PT PLYWOOD R-21 OPEN CELL SPRAY FOAM INSULATION AT RIMBOARDS, TYP. R-40 OPEN CELL SPRAY FOAM INSULATION AT BAY ROOFS, TYP. INSECT SCREEN ALUMINUM SILL TRIM 8 LEVEL 1 124.31' LEVEL 1 COMMERCIAL 122.25' 1 VERTICAL WEEP HOLES AT 24" O.C. MORTAR NET BRICK TIES BRICK VENEER METAL THRU-WALL FLASHING GROUT SOLID CONC. SIDEWALK, SEE CIVIL EXTERIOR WALL TYPE B1 5/8" TYPE X GWB VAPOR BARRIER CELLULOSE INSULATION COMPRESSIBLE FILLER 2x4 PT WD BLOCKING, TAPERED EDGE ADHESIVE-BACKED FLASHING(ABF) LAPPED OVER METAL THRU-WALL FLASHING BOTTOM EDGE OF BRICK TO ALIGN WITH LEVEL 1 CRUSHED STONE, SEE CIVIL WATERPROOFING WEATHER BARRIER LAPPED OVER ABF 6" 2 1/2" 7 1/2"8 1/2"1'-4"SILL SEAL 8" METAL RUNNER FIRESTOP SEALANT 4"2"2"1 1/2" 8" 1 3 5 .0 0 ° LANDSCAPE FABRIC 2 1/2" 1'-1 1/2" 3/8" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A502 BUILDING SECTIONS & DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0"REF: 1 / A011 A-1 WALL SECTION 5 1/4" = 1'-0"REF: 1 / A011 A-7 WALL SECTION 7 1/4" = 1'-0"REF: 1 / A011 A-4 WALL SECTION 6 1/4" = 1'-0" A-10 WALL SECTION 8 1/4" = 1'-0" A-13 WALL SECTION 9 1 1/2" = 1'-0"REF: A-1 / A502 K-1 DETAIL AT BAY WINDOW OVERHANG 1 1 1/2" = 1'-0"REF: A-1 / A502 K-6 DETAIL AT BAY WINDOW ROOF 1 1/2" = 1'-0"REF: A-4 / A502 K-12 DETAIL AT BRICK WALL BASE 1 No. REVISIONS/SUBMISSIONS Date 8 ASI-05 - Window Details & General Coordination 2018-02-20 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' A503 K-1 Sim A513 J-1 Sim A513 J-7 Sim FIBER CEMENT PANELS AT BAY WINDOW BEYOND A503 K-1 Sim A513 J-1 Sim A513 J-7 Sim BASEMENT STORAGE PAVED WALK, SEE CIVIL METAL GUARDRAIL AT ACCESSIBLE RAMP A510 H-4 C1 C1 C10 A505 K-5 Sim A550 A-11 Sim A530 J-5 A512 A-8 Sim BELOW GRADE WATERPROOFING AT ALL CONCRETE WALLS OF BASEMENTFOUNDATION WATERPROOFING 112'-3 3/4" C1 R1 2" XPS INSULATION116'-3" 117'-3" 120'-3 3/4" 8 8'-3 1/4"9'-11 1/4"LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' WVS A502 K-12 Sim A503 K-5 Sim A513 A-1 Sim A513 A-11 Sim A505 K-12 UT 115'-3"115'-3" 7" GRID TO OUTSIDE FACE OF STUD 6 5/16" FIBER CEMENT PLANK SIDING FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS 2x6 WD STUDS R-21 CELLULOSE INSULATION SOLID SURFACE STOOL CAP SEAL SHEATHING TO SILL PLATE, TYP. A550 A-11 Sim A550 A-11 Sim R-21 SPRAY FOAM INSULATION FLOOR / CEILING TYPE C1 SEAL GWB TO SILL PLATE, TYP.22 1/4"8 8 LEVEL 2 134.31' C TURN UP TPO AT WALL 9" MIN. 1" METAL TERMINATION BAR REGLET SEALANT METAL COUNTERFLASHING SELF-ADHESIVE SECUREMENT STRIP TPO MEMBRANE 1/2" COVER BOARD THRU-WALL FLASHING VERTICAL WEEPS AT 24" O.C. A550 A-1 Sim SILL SEAL SEAL GWB TO FRAMING 1-HR SPRAY FIREPROOFING 5 1/2"1 7/8" GROUT SOLID 6"7 1/2"FIRESTOP SELANT 4 1/2" 6 10"21"8 8 LEVEL 2 134.31' 1 FIRESTOP SEALANT 1-HR SPRAY FIREPROOFING SILL SEAL 4 1/2"1" 13 1/8" 3 5/8"3 1/2" 1 7/16"5/8" 2" Z-CLIPS 2" DEFLECTION TRACK ADHESIVE- BACKED FLASHING WEATHER BARRIER POUR STOP FIRESTOP SEALANT SEAL SHEATING TO FRAMING, TYP. INSULATED OSB SHEATHING W/ INTEGRAL WEATHRER BARRIER BRICK VENEER LEVEL 1 OFFICE 119.80' 10 1/2"x8" ALUMINUM THRESHOLD WITH THERMAL BREAK BRUSH SWEEP 3 3/4" ALUMINUM STORFRONT DOOR SILL 3" 1/2" 4 1/2" 5"8"1/2" COMPRESSIBLE FILLER CONCRETE PAVING, SEE CIVIL CRUSHED STONE, SEE CIVIL COMPACTED EARTH, SEE CIVIL 1 1/2"2"2"2" CONCRERE FOUNDATION WALL, SEE STRUCTURAL 2" XPS INSULATION 8" 122'-3" 121'-7" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A503 BUILDING SECTIONS & DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-1 BUILDING SECTION 1 1/4" = 1'-0" A-10 BUILDING SECTION 2 1 1/2" = 1'-0"REF: A-11 / A501 K-1 DETAIL AT RIMBOARD 1 1 1/2" = 1'-0"REF: A-4 / A501 K-5 DETAIL AT BRICK WALL BASE 2 3" = 1'-0"REF: A-4 / A502 K-9 DETAIL AT DECK EDGE 1 1 1/2" = 1'-0"REF: A-1 / A502 K-12 DETAIL AT STOREFRONT DOOR SILL No. REVISIONS/SUBMISSIONS Date 6 ASI-04 - Slab Step and Grid V Revisions 2018-02-01 8 ASI-05 - Window Details & General Coordination 2018-02-20 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' PN A513 J-1 Sim A504 K-F A510 M-7GRADE, SEE CIVIL METAL GUARDRAIL AT RAMP A513 J-7 Sim 115'-3" LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' PN 115'-3" A513 J-11 Sim A513 A-6 Sim LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' A502 K-6 Sim A511 3 A510 H-7 Sim L Q CAST IRON BOOT DOWNSPOUT STEEL FRAMING AT KALWALL CANOPY 8x8 TIMBER COLUMN STEEL BASE PLATE 117'-3" LEVEL 1 OFFICE 119.80' 10 A505 K-1 A510 M-4 9 RAMP BEYOND ELEVATOR HEAD HOUSE 118'-3" 123'-9" 122'-9" 8 LEVEL 2 134.31' PN CONTINUOUS METAL HOOK STRAP METAL FASCIA TPO STRIPPING, HOT AIR WELDED LAP TPO OVER FASCIA BEHIND HOOK STRAP SHEET METAL FASCIA 1-1/2" SHEATHING METAL HOOK STRAP SEALANT SEALANT LIQUID FLASHING AT TOP OF COUNTERFLASHING TURN UP TPO AT WALL 10". SECURE TOP WITH 1" CONTINUOUS METAL TERMINATION BAR. INSECT SCREEN 1x8 PVC TRIM METAL COUNTERFLASHING TPO SECUREMENT STRIP1/2" COVER BOARD TAPERED ROOF INSULATION TPO MEMBRANE 5/8" PLYWOOD CANOPY ASSEMBLY: TPO MEMBRANE 1/2" COVERBOARD TAPERED ROOF INSULATION 5/8" PLYWOOD 2x8 WD JOISTS AT 16" O.C. 1-1/2" INSULATED SHEATHING 1x4 PT WD FURRING AT 16" O.C. 1x6 TnG WD CEILING BACKER ROD & SEALANT 132'-3 3/4" METAL CAP FLASHING FC STARTER STRIP 1x4 VERTICAL PT WD FURING AT 16" O.C. 5/16" FIBER CEMENT SIDING, 6" REVEAL EXTERIOR WALL TYPE E1 2x8 BLOCKING HEADER, SEE STRUCTURAL 1-3/4"x7-1/4" LVL 131'-0 3/4" 4 1/2"1"1"7 1/4"3 3/8" SEALANT BACKER ROD & SEALANT 1x3 PVC METAL DRIP CAP 1x4 PVC W/ RABBET 5/16" FIBER CEMENT PANEL 1x3 PT WD FURRING7 1/4"1 1/4"3/4"11 3/4"LEVEL 2 134.31' CONTINUOUS METAL HOOK STRAP METAL FASCIA TPO STRIPPING, HOT AIR WELDED LAP TPO OVER FASCIA BEHIND HOOK STRAP 2x4 PT WD BLOCKING, TAPERED SHEET METAL FASCIA 1-1/2" INSULATED SHEATHING METAL HOOK STRAP SEALANT LIQUID FLASHING AT TOP OF COUNTERFLASHING TURN UP TPO AT WALL 12". SECURE TOP WITH 1" CONTINUOUS METAL TERMINATION BAR. INSECT SCREEN 5/4x8 PVC TRIM METAL COUNTERFLASHING TPO SECUREMENT STRIP1/2" COVER BOARD TAPERED ROOF INSULATION TPO MEMBRANE 5/8" PLYWOOD 2x6 FRAMING CANOPY ASSEMBLY: TPO MEMBRANE 1/2" COVER BOARD TAPERED ROOF INSULATION 5/8" PLYWOOD 2x6 WD JOISTS AT 16" O.C. 1-1/2" INSULATED SHEATHING 1x4 PT WD FURRING AT 16" O.C. 1x6 TnG WD CEILING METAL CAP FLASHING FC STARTER STRIP 1x3 VERTICAL PT WD FURING AT 16" O.C. 5/16" FIBER CEMENT SIDING, 6" REVEAL EXTERIOR WALL TYPE E1 133'-8 1/2"5/8"7 1/4"1 1/2"2.1%10 1/8"ROOF DRAIN INTERNAL DRAIN, SEE PLUMBING FLOOR / CEILING TYPE C16"6"1'-6" GWB DROP CEILING 3'-0"6 3/4"5/4x6 POPLAR HEAD TRIM BACKER ROD & SEALANT LOW EXPANSION FOAM INSULATION SEALANT METAL CAP FLASHING LIQUID FLASHING AT TOP OF COUNTERFLASHING INSECT SCREEN ABF FLASHING 5/4x6 PVC HEAD TRIM, CUT TO SIZE 1x4 PT WD FURRING SHIM AS REQUIRED 1x4 PVC RETURN TRIM SEALANT ALUMINUM ENTRY DOOR18"HEADER, SEE STRUCTURAL 132'-9 3/4" METAL DRIP SEALANT LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' A510 H-7 A505 N-1 A513 J-7 Sim A513 J-1 Sim A505 N-1 Sim 118'-3" FINISHED GRADE, SEE CIVIL12"WALL HYDRANT, SEE PLUMBING LEVEL 2 134.31' PN SEALANT BACKER ROD & SEALANT FIRESTOP SEALANT WRAP ABF FLASHING AT 2x12 WD BLOCKING 5/8" GWB RETURN SHIM SPACE FILL W/ LOW EXPANSION FOAM INSULATION 2" Z-CLIPS AT 16" O.C. 2" DEFLECTION TRACK LIQUID FLASHING AT TOP OF COUNTERFLASHING TURN UP TPO AT WALL 10". SECURE TOP WITH 1" CONTINUOUS METAL TERMINATION BAR. INSECT SCREEN 1x8 PVC TRIM TPO SECUREMENT STRIP TPO MEMBRANE METAL CAP FLASHING FC STARTER STRIP 1x4 VERTICAL PT WD FURING AT 16" O.C. 5/16" FIBER CEMENT SIDING, 6" REVEAL EXTERIOR WALL TYPE E1 CONT. MTL HOOK STRAP METAL FASCIA TPO STRIPPING, HOT AIR WELDED LAP TPO OVER FASCIA BEHIND HOOK STRAP SHEET METAL FASCIA 1-1/2" INSULATED SHEATHING METAL HOOK STRAP METAL COUNTERFLASHING TPO SECUREMENT STRIP1/2" COVER BOARD TAPERED ROOF INSULATION TPO MEMBRANE 5/8" PLYWOOD LVL BEAM, SEE STRUCTURAL 2x8 FIRE-TREATED LEDGER W/ 3/4" DIA. AT 16" O.C. BOLTS TO BEAM WEB PVC TRIM 3/4" PT FURRING FC PLANK SIDING FC STARTER STRIP 1/4" GAP MTL CAP FLASHING LIGHT GAGE MTL FRAMING ALUMINUM HEAD FLASHING MEMBRANE FLASHING ALUMINUM STOREFRONT SYSTEM SEAL SILL SEALANT SHEET METAL FLASHING13 3/4"7 1/4"SEAL GWB SHEATHING AT JOIST PENETRATIONS 4 1/2"1" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A504 BUILDING SECTIONS & DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-1 WALL SECTION 12 1/4" = 1'-0" A-4 WALL SECTION 13 1/4" = 1'-0" A-7 WALL SECTION 14 1/4" = 1'-0" A-10 WALL SECTION 15 1 1/2" = 1'-0"REF: A-10 / A502 K- DETAIL AT CANOPY 1A 1 1/2" = 1'-0"REF: A-1 / A506 K-9 DETAIL AT CANOPY 2 1/4" = 1'-0" A-14 WALL SECTION 16 1 1/2" = 1'-0"REF: A-1 / A504 K-F DETAIL AT CANOPY 2A No. REVISIONS/SUBMISSIONS Date 8 ASI-05 - Window Details & General Coordination 2018-02-20 LEVEL 1 OFFICE 119.80' 12 14 15 16 A501 K-4 Sim A513 A-6 Sim A513 J-11 A505 K-8 A505 K-5 Sim 13 SIDEWALK, SEE CIVIL 11 STOREFRONT FRAMING & GLAZING PVC WATER TABLE 1x8 PVC TRIM, CUT TO SIZE 1x5 PVC TRIM 1x8 PVC TRIMCANOPY PVC WATER TABLE 5/4x4 PVC TRIM1-1/2" METAL PIPE HANDRAILS METAL HANDRAIL BRACKET ON 1x PVC BLOCKINGINCREASE BRACKET LENGTH FOR CONNECTIONS TO CONCRETE WALL TEMPTEMPTEMPTEMP 115'-3" 116'-3" 121'-10 3/4" 1" / 12" 1:12 MAXIMUM SLOPE GC TO COORDINATE LANDING ELEVATION ASTO NOT EXCEED 1:12 MAXIMUM SLOPE 117'-3" C1 C10 C1 R1 5'-11 1/2"1'-10 1/8"1'-11 3/4"120'-0 3/4" LEVEL 2 134.31' FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1x3 PT WD VERTICAL STRAPPING AT 16" O.C. 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS 2x6 WD STUDS R-21 CELLULOSE INSULATION SEAL SHEATHING TO SILL PLATE, TYP. R-21 SPRAY FOAM INSULATION FLOOR / CEILING TYPE C1 (2)2x6 TOP PLATES 2x6 BLOCKING 2x4 BLOCKING 2x6 WD STUDS FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1x3 PT WD VERTICAL STRAPPING AT 16" O.C. 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS 2x6 WD STUDS R-21 CELLULOSE INSULATION SEAL SHEATHING TO SILL PLATE, TYP. R-21 SPRAY FOAM INSULATION FLOOR / CEILING TYPE C4 LVL HEADER, SEE STRUCTURAL HANGER WIRE 1-5/8" METAL FRAMING SPACE FOR HVAC DUCTS INSECT SCREEN2'-1 1/4"FC STARTER STRIP METAL HEAD FLASHING 1x6 PVC HEAD TRIM 1x6 PT WD FURRING BACKER ROD & SEALANT 8 13 1-HR SPRAY FIREPROOFING 2" Z-CLIPS AT 16" O.C. 2" DEFLECTION TRACK 8" METAL STUDS AT 16" O.C. 4"4" TPO MEMBRANE 2x8 FRAMING BRICK VENEER BACKER ROD & SEALANT TPO SECUREMENT STRIP TURN UP TPO AT WALL, 9" MIN. 1" TERMINATION BAR METAL COUNTERFLASHING REGLET & SEALANT 2"3 1/2"3 5/8" 8" CONCRETE WALL, EXPOSED FINISH, SEE SPECIFICATIONS CONCRERE KEYWAY 4" CONCRERE SLAB 8"EMBED STEEL POSTS IN CONCRETE. COAT STEEL WITH BITUMINOUS MASTIC CRUSHED STONE COMPACTED EARTH1'-6"1'-6"3'-0"3'-6"6"4"4"1 1/2" 1 1/2" 1 1/2" 2" SEALANT AT CONCRETE OPENING TO STEEL 1-1/2"x1-1/2" STEEL TUBE POSTS 3/4"x3/4" STEEL BALUSTERS AT 4" O.C. 1/2" STEEL DOWEL BRACKETS 1-1/2" DIA. STEEL HANDRAIL 1-1/2"x3/4" STEEL TUBE BOTTOM RAIL 1-1/2"x3/4" STEEL TUBE TOP RAIL 1-1/2"x1-1/2" STEEL TUBE GUARDRAIL 8" LEVEL 2 134.31' S 1-HR SPRAY FIREPROOFING 2" Z-CLIPS AT 16" O.C. 2" DEFLECTION TRACK 8" METAL STUDS AT 16" O.C. 4"4" 2 3/4"2 3/4" 2x4 PT WD BLOCKING, TAPERED ADHESIVE-BACKED FLASHING WRAPPED AT BLOCKING ABF COUNTER FLASHING 3 5/8" 1 3/4" 2" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A505 BUILDING SECTIONS & DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-1 BUILDING SECTION 7 1 1/2" = 1'-0" N-1 DETAIL AT RIMBOARD 2 1 1/2" = 1'-0" K-1 DETAIL AT RIMBOARD 3 1 1/2" = 1'-0" K-8 DETAIL AT CANOPY - BRICK WALL 1 1/2" = 1'-0" K-5 DETAIL AT RAMP GUARDRAIL 1 1/2" = 1'-0" K-12 DETAIL AT BRICK WALL - GRID M No. REVISIONS/SUBMISSIONS Date 8 ASI-05 - Window Details & General Coordination 2018-02-20 13 Future Revisions Date 4 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' A513 J-1 Sim A513 J-7 Sim A513 J-1 Sim A513 J-7 Sim A503 K-1 Sim A504 K-9 A510 A-1 Sim A510 A-11 Sim A503 K-12 Sim 5/4x6 PVC CORNERBOARD FIBER CEMENT RAINSCREEN A201 M-12 8'-8 3/4"8'-8 3/4"118'-3" C1 C1 R1 FIBER CEMENT PANEL LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' BASEMENT 114.31' LEVEL 1 OFFICE 119.80' WV A513 A-11 A513 A-1 Sim A503 K-5 Sim A510 L-11 115'-3" 118'-5 1/2" WALL HYDRANT, SEE PLUMBING LEVEL 1 OFFICE 119.80' 1217141516 A513 A-11 Sim 13 A501 K-4 Sim 115'-3"115'-3" 118'-5 1/2"119'-1 1/2" ROOF COUNTERFLASHING CAST STONE PARAPET 8 LEVEL 1 OFFICE 119.80' 16 A513 A-6 Sim A513 J-11 Sim 115'-3" 119'-1 1/2" LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 3 144.31' LEVEL 4 154.31' ROOF LEVEL 164.23' LEVEL 1 OFFICE 119.80' GRADE, SEE CIVIL METAL GUARDRAIL AT RAMPA510 H-7 Sim STANDING SEAM METAL ROOF CANOPY FLAT ROOF CANOPY CONCRETE LANDING AT RAMP FIBER CEMENT PANELS FIBER CEMENT PLANK SIDING BRICK VENEER BEYOND A513 J-1 Sim A513 J-7 Sim 117'-3" KITCHEN EXHAUST 4 LEVEL 2 134.31' LEVEL 1 COMMERCIAL 122.25' AB STANDING SEAM METAL ROOF AT CANOPY 3-PART STUCCO BRICK VENEER CAST STONE PARAPET ALIGN TnG WD AT CEILING & CANOPY STOREFRONT GLAZING ALUMINUM ENTRY DOOR STOREFRONT SOLID PANEL 1%2% SLOPE CONCRETE PAVING AWAY FROM BUILDING ENTRY, SEE CIVIL 1-1/2" XPS INSULATION CELLULOSE INSULATION 6" METAL STUDS AT 16" O.C. A503 K-12 Sim 117'-3" 119'-0"SANITARY SEWER INVERT, SEE CIVIL & PLUMBING 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A506 BUILDING SECTIONS & DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1/4" = 1'-0" A-1 BUILDING SECTION 3 1/4" = 1'-0" A-10 WALL SECTION 1/4" = 1'-0" K-8 BUILDING SECTION 5 1/4" = 1'-0" A-13 WALL SECTION 11 1/4" = 1'-0" J-5 WALL SECTION 17 1/2" = 1'-0" J-1 WALL SECTION 2B No. REVISIONS/SUBMISSIONS Date 4 ASI - Window Revisions 2017-12-21 8 ASI-05 - Window Details & General Coordination 2018-02-20 10 A509 A-1 A509 A-6 Sim UNIT PAVERS A509 A-9 PVC WATER TABLE TRIM, BOTH SIDES FIBER CEMENT PLANK SIDING, BOTH SIDES 8x8 TIMBER COLUMN STEEL COLUMN CAP, SEE STRUCTURAL 118'-3" 122'-9" 121'-11" W8x24 STEEL BEAM, PAINTED KALWALL PANEL 2 3/4"4" 131.28'80.54°9.46° 10" 2 1/2" EXTERIOR FACE OF STUD INSULATED SHEATHING 3 1/2" 3/4"1/8"x1-1/2" NEOPRENE SPACER 1"x2"x1/8" STEEL TUBESTAINLESS STEEL (S.S.) BOX GUTTER S.S. GUTTER HANGERS AT36" O.C. S.S. PERFORATED METAL SCREEN METAL DRIP FLASHING FIBER CEMENT PLANK SIDING PVC TRIM BEYOND 3/8" FULL DEPTH STIFFENER PLATE AT EACH SIDE OF BEAM 3/16" STEEL BENT PLATE, PAINTED WEEP HOLES AT16" O.C. 1/8" SPACERS KALWALL FASTENERS 5 1/2" CL SLOTTED CONNECTION AT 36" O.C. FOR 1/4" S.S. BOLTS WITH NUT & LOCK WASHER HIGH POINT OF GUTTER 131.59' 1x PVC TRIM AROUND STEEL BEAM 1x6 PVC TRIM RABBET 10 G A-11 A501 A-1 A506 A-12 A509 A-6 A509 H J L M-12 A201 M-1 A201 18G-1 A509 CL PROPERTY LINE 10.00° GUTTER HIGH POINT SLOPE 0.32%SLOPE 0.32%16'-4 1/8"15'-0"13'-0"44'-4 1/4"5'-4"EQEQEQEQEQ17'-4 1/8"15'-0"EQEQEQEQ14'-0"EQEQEQEQMETAL EDGE FLASHING METAL EDGE FLASHING DOWNSPOUT DOWNSPOUT 1'-0"1'-0"13'-11 7/8" 14'-7 5/8" 5'-9 3/4" 6'-5 1/2" A-7 A620 10 G A-11 A501 A-1 A506 M-5 A201 A-12 A509 H J K L M-12 A201 M-1 A201 18 G-1 A509 16'-4 1/8"15'-0"13'-0"44'-4 1/4"10.00° 8x8 TIMBER COLUMN (PROVIDED BY OWNER) WITH STEEL BASE & TOP CONNECTIONS. 12" DIA. CONCRETE SONOTUBE FOUNDATION BELOW.4'-0 3/4"A523 A-12 3" DIA. STAINLESS STEEL DOWNSPOUT WITH CAST IRON BOOT BELOW CANOPY OVERHEAD E10 E8 18 1'-2 3/4"9.46° W8x24 STEEL BEAM, PAINTED 1"x4"x1/8" STEEL TUBE, PAINTED 1/8"x2" NEOPRENE SPACER ALUMINUM FLASHINGKALWALL CANOPY PANELS LEVEL 1 OFFICE 119.80'1/2"1'-7"1/2"1'-8"BASE PALTE: 1/2" STEEL PLATES IN CRUCIFORM PATTERN. 1/2" STEEL KNIFE PLATE SLOTTED INTO COLUMN 121'-7 1/4" UNIT PAVERS, SEE CIVIL CONCRETE PIER2"4"6"(4) 3/4" GALV. STEEL THROUGH BOLTS PASSIVATE STEEL BELOW GRADE (4) 3/4" GALV. STEEL THREADED RODS WITH HEX NUT WELDED TO END3/4"118'-3" CONCRETE FOOTING9"3/4"NON-SHRINK GROUT 1'-0"8x8 TIMBER COLUMN PROVIDED BY OWNER 1/4" / 12" BOTTOM OF WD COLUMN MINIMUM 48" BELOW GRADE 2 2 LEVEL 1 124.31' LEVEL 2 134.31' LEVEL 1 OFFICE 119.80' G H J K L UNIT PAVERS CAST IRON DOWNSPOUT BOOT 3" DIA. S.S. DOWNSPOUT WIDE FLANGE BEAM, PAINTED S.S. GUTTER END CAP KALWALL PANELS PVC TRIM AT INTERSECTION OF STEEL BEAM TO EXTERIOR WALL. PROVIDE SHEET METAL AT BAY WINDOW SOFFIT INSTEAD OF WOOD AT THIS LOCATION ONLY. CONCRETE FOUNDATION, SEE STRUCTURAL A509 1 118'-3" 121'-11" 118'-3" G W8x24 STEEL BEAM, PAINTED KALWALL CANOPY PANELS 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A509 BUILDING DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION No. REVISIONS/SUBMISSIONS Date 2 PERMIT SET COORDINATION 2017-10-30 1/2" = 1'-0" A-12 WALL SECTION 20 6" = 1'-0" A-1 DETAIL AT GUTTER 1/4" = 1'-0" G-12 LEVEL 2 - KALWALL CANOPY ROOF PLAN 1/4" = 1'-0" G-8 LEVEL 1 - KALWALL CANOPY PLAN 3" = 1'-0" A-6 DETAIL AT KALWALL ROOF EDGE 1 1/2" = 1'-0" A-9 DETAIL AT WD COLUMN BASE 1/4" = 1'-0" G-1 WALL SECTION 18 3" = 1'-0" 1 DETAIL AT KALWALL RAKE 109 5/16" FIBER CEMENT PLANK SIDING 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS SOLID SURFACE SILL SEAL SHEATHING TO SILL PLATE, TYP. METAL DRIP FLASHING 1"x15-1/2" PVC SHEET TRIM BEYOND AT WALL SEALANT 1"x15-1/2" PVC SHEET TRIM FC STARTER STRIP INSECT SCREEN ABF LAPPED OVER METAL DRIP 5"3 1/2" LSL BLOCKING IN BETWEEN TRUSSES R-36 CLOSED CELL SPRAY FOAM INSULATION 1-1/2" INSULATED SHEATHING 1x4 PT WD FURRING AT 16" O.C. 1x6 TnG WD, STAINED & SEALED(3)2x6 HEADER WITH 1/2" XPS INSULATION SPACERS CELLULOSE INSULATION FLOOR / CEILING TYPE C1 R-21 CLOSED CELL SPRAY FOAM INSULATION 5 1/2"2 1/2" 1x BLOCKING AS REQUIRED GWB RETURN SEALANT FILL GAPS WITH LOW EXPANSION FOAM INSULATION METAL DRIP FLASHING ALUMINUM SILL TRIM INSECT SCREEN FIBER CEMENT PANEL ALUMINUM SOFFIT TRIM OPEN JOINT, DO NO CHAULK ALUMINUM STOREFRONT HEAD 6"2x4 BLOCKING 1-HOUR SPRAY FIREPROOFING (2) 2x8 FIRE-TREATED NAILERS, SEE STRUCTURAL. CLOSED CELL SPRAY FOAM INSULATION W8x24, SEE STRUCTURAL. PAINTED FINISH. KALWALL PANEL A509 A-1 Sim 2 " / 12" 3" DIA. S.S. DOWNSPOUT BEYOND 10" 7 3/4"7 3/4" 1x6 PVC TRIM LIGHT GAUGE METAL FRAMING 1-1/2" INSULATED SHEATHING 1x4 PT WD FURRING 1x12 PVC TRIM 1x3 PVC VERTICAL JAMB RETURN BEYOND 1x3 PVC HEAD RETURN TRIM 8 W8x10, SEE STRUCTURAL. PAINTED FINISH. ALUMINUM FLASHING 8x8 TIMBER COLUMN BEYOND 1/2" STEEL CONNECTION PLATE IN CRUCIFORM PATTERN1/2"12"4"KALWALL PANEL STEEL BEAM CONNECTION1 1/4"A509 A-6 Sim 1/2" STEEL KNIFE PLATE6"4"2"9 FIBER CEMENT PANEL BEYOND STOREFRONT SILL 0.9% CONCRETE PAVING, SEE CIVIL 1/2" COMPRESSIBLE FILLER 122'-9" 3"5"16 1/2"BACKER ROD & SEALANT EXPOSED CONRETE GWB WAL BEYOND 1-1/2" XPS INSULATION SEALANT 1/2" XPS INSULATION 2" XPS INSULATION 6"6"4"SOLID SURFACE STOOL CAP 5/8" TYPE X GWB SEALANT SEALANT 5"3 1/2" ALUMINUM SILL PAN 123'-5 1/2" 122'-1" 2x4 KNEEWALL W/ R-15 INSULATION 8 8 LEVEL 1 OFFICE 119.80' W VERTICAL WEEP HOLES AT 24" O.C. MORTAR NET BRICK TIES BRICK VENEER BEYOND METAL THRU-WALL FLASHING GROUT SOLID EXTERIOR WALL TYPE B1 CELLULOSE INSULATION 2x4 PT WD BLOCKING, TAPERED EDGE ADHESIVE-BACKED FLASHING (ABF) LAPPED OVER METAL THRU-WALL FLASHING GRADE, SEE CIVIL WATERPROOFING WEATHER BARRIER LAPPED OVER ABF SILL SEAL 8" METAL RUNNER FIRESTOP SEALANT 3 1/8"5"5" SOLID SURFACE STOOL CAP 8" METAL RUNNER 2x10 WD BLOCKING, CUT TO SIZE 4"4" 2x8 WD BLOCKING, CUT TO SIZE SEALANT 5/8" TYPE X GWB SEALANT 1" VERTICAL LEGS AT ABF & METAL SILL PANS CAST STONE SILL FILL GAPS WITH LOW EXPANSION FOAM INSULATION 1'-11 3/8"LANDSCAPE FABRIC LEVEL 1 OFFICE 119.80' P 1x4 PT FURRING, TAPERED TOP EDGE ABF FLASHING SILL PAN, WRAP OVER 2x4 PT WD BLOCKING. 1" MIN. VERTICAL LEGS AT INTERIOR. 5/4x5 PVC, CUT TO SIZE PVC WATER TABLE 5/4x10 PVC WATER TABLE TRIM 1-1/2" XPS INSULATION 1/2" XPS INSULATION 3-5/8" METAL FRAMING AT 16" O.C. 8" METAL FRAMING AT 16" O.C. CELLULOSE INSULATION SILL SEAL SOLID SURFACE STOOL CAP METAL SILL PAN, SLOPED, 1" MIN. VERTICAL LEGS. HEMMED EXTERIOR EDGES. BACKER ROD & SEALANT SELF-ADHESIVE FLASHING AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING.19 1/2"121'-9 1/2" 122'-9 3/4" LEVEL 1 124.31' EXTERIOR WALL TYPE E1 FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS 2x6 WD STUDS R-21 CELLULOSE INSULATION COMPACTED EARTH PVC WATER TABLE 5/4x10 PVC WATER TABLE TRIM INSECT SCREEN 1 1/4"3"5"8"FINISH FLOOR, SEE SCHEDULE SEAL GWB TO FRAMING 2x6 PT WD PLATE SILL SEAL WALL BASE, SEE SCHEDULE FIRESTOP SEALANT 4"CRUSHED STONE 1-1/2" XPS SLAB-EDGE INSULATION CONCRETE SLAB 2" XPS INSULATION 8" CONCRETE FOUNDATION VAPOR BARRIER 6" 2" XPS INSULATION4 1/2"SELF-ADHESIVE FLASHING AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING. 123'-7 3/4" 8 LEVEL 1 124.31' EXTERIOR WALL TYPE E1 FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. 2x6 WD STUDS R-21 CELLULOSE INSULATION PVC WATER TABLE 5/4x10 PVC WATER TABLE TRIM INSECT SCREEN SEAL GWB TO FRAMING, TYP. 2x6 PT WD PLATE SILL SEAL WALL BASE, SEE SCHEDULE FIRESTOP SEALANT 1 1/2"4 1/2"1'-0"6"7 1/2"10" CONCRETE FOUNDATION WALL COMPOSITE DECK SEAL SHEATHING TO FRAMING, TYP. BASEMENT STORAGE SELF-ADHESIVE FLASHING AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING. STEEL PLATE, SEE STRUCTURAL 1 BRUSH SWEEP 1/2" COMPRESSIBLE FILLER CONCRETE PAVING, SEE CIVIL METAL DOOR SILL 129'-9" 2.0% METAL DOOR HEAD SEALANT 1x PVC TRIM RETURN 130'-3 3/4" 130'-9 3/4" 5/4x6 PVC TRIM 1x PT WD BLOCKING METAL CAP FLASHING ABF LAPPED OVER FLASHING INSECT SCREEN 5/16" FIBER CEMENT SIDING EXTERIOR WALL TYPE E1 SEALANT BACKER ROD & SEALANT 1x4 PVC TRIM SHIM AS REQUIRED. FILL GAPS WITH LOW EXPANSION FOAM INSULATION. 129'-11 1/4" (3)2x8 HEADER W/ 1/2" RIGID INSULATION SPACERS 1/2"x8" ALUMINUM THRESHOLD WITH THERMAL BREAK 4 1/2"3 1/2" 5"3" 122'-1" 122'-9"8"LEVEL 1 124.31' EXTERIOR WALL TYPE E1 FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. 2x6 WD STUDS R-21 CELLULOSE INSULATION PVC WATER TABLE 5/4x10 PVC WATER TABLE TRIM INSECT SCREEN PT WD OR METAL FURRING 2x6 PT WD PLATE SILL SEAL WALL BASE, SEE SCHEDULE FIRESTOP SEALANT CRUSHED STONE 1-1/2" XPS INSULATION CONCRETE FOUNDATION 1'-2"5"3" 123'-3" 122'-11 1/4" 122'-9" SEAL GWB TO FRAMING, TYP. FLASHING TAPE, TYP. 122'-1"1 1/4"10 5/4x10 PVC WATER TABLE TRIM SOLID SURFACE SILL SEAL SHEATHING TO SILL PLATE PVC WATER TABLE INSECT SCREEN SELF-ADHESIVE FLASHING AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING. 5/4x5 PVC, CUT TO SIZE HISTORIC PVC SILL 3 1/2"4 1/2" 3" 1/2" 4 1/2"8"123'-9" SEAL GWB TO FRAMING, TYP. 1/2" 4 1/2" 1-1/2" XPS INSULATION 122'-1" FIRESTOP SEALANT 123'-5 1/4"1 1/4"2 1/2"1/2" XPS INSULATION SOLID SURFACE SILL WALL BASE, SEE SCHEDULE 2x4 KNEEWALL 8 8 8 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" Designer Author 2017-10-24 A510 BUILDING DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0"REF: M-12 / A201 A-1 DETAIL AT FLOOR OVERHANG 1 1 1/2" = 1'-0"REF: A-11 / A501 A-11 DETAIL AT CANOPY 3 1 1/2" = 1'-0"REF: A-11 / A501 F-11 DETAIL AT STOREFRONT SILL 2 1 1/2" = 1'-0"REF: A-10 / A506 L-11 DETAIL AT STOREFRONT SILL 3 1 1/2" = 1'-0"REF: A-1 / A504 M-7 DETAIL AT STOREFRONT SILL 4 1 1/2" = 1'-0"REF: A-13 / A502 H-7 DETAIL AT WATER TABLE 1 1 1/2" = 1'-0"REF: A-1 / A503 H-4 DETAIL AT WATER TABLE 2 1 1/2" = 1'-0"REF: A-7 / A502 M-1 DETAIL AT METAL DOOR 1 1 1/2" = 1'-0"REF: 1 / A011 H-1 DETAIL AT WATER TABLE 3 1 1/2" = 1'-0"REF: A-10 / A504 M-4 DETAIL AT WATER TABLE 4 No. REVISIONS/SUBMISSIONS Date 2 PERMIT SET COORDINATION 2017-10-30 8 ASI-05 - Window Details & General Coordination 2018-02-20 10 CONCRETE SLAB 3 1/2"4 1/2" 4"4" CONCRETE PAVING, SEE CIVIL 1/2" COMPRESSIBLE FILLER EXPOSED CONCRETE 12"4"ABF FLASHING LAPPED OVER CONCRETE 2"PVC WATER TABLE WEATHER BARRIER SILL SEAL 123.25' 122.25' ALUMINUM SILL TRIM. FASTEN TO 1x4 FURRING INSECT SCREEN EXTERIOR WALL TYPE E4 LVL BEAM, SEE STRUCTURAL SEALANT 3/4" RIGID INSULATION 1x4 PT WD FURRING AT 16" O.C. 1x6 TnG WD, STAINED & SEALED 1x PVC HEAD TRIM, CUT TO SIZE 1x6 PT WD FURRING BACKER ROD & SEALANT 20" OPEN WEB JOIST, SEE STRUCTURAL 16" DEEP CANILIVERED END OF OPEN WEB TRUSS, SEE STRUCTURAL 16"20"CLOSED CELL SPRAY FOAM INSULATION 2 LEVEL 1 124.31' LM CELLULOSE INSULATION SILL SEAL SOLID SURFACE STOOL CAP 2'-8"SILL SEAL 5/8" GWB 2x6 PT SILL PLATE PAINTER'S CAULK 5/8" TYPE X GWB 5/8" TYPE X GWB FIRESTOP SEALANT 1/2" RESILIENT CHANNEL 1/2" PLYWOOD CELLULOSE INSULATION 122'-9" 2 3/4"2 3/4" 8 1/2"6"3"5" 5 1/4"2 3/4"8"123'-7 3/4"4"1/2" COMPRESSIBLE FILLER FIRE-STOP SEALANT LEVEL 1 124.31' Q 122'-9" MAILBOX 2x4 FRAMING 5/8" TYPE X GWB 5 1/2"1'-0 1/4" 1/2" COMPRESSIBLE FILLER, TYP. 2x4 PT SILL 2 1/4"3 1/2" 0"6"SILL SEAL LEVEL 2 134.31' LEVEL 2 134.31' Q LEVEL 2 134.31' G 6" 1-HOUR SPRAY FIREPROOFING 2" Z-CLIPS AT 16" O.C. 2" DEFLECTION TRACKS 8" METAL STUDS AT 16" O.C. FIRESTOP SEALANT CONCRETE SLAB 2" XPS INSULATION VAPOR BARRIER WALL BASE, SEE SCHEDULE DEMISING WALL TYPE D21 FLOOR / CEILING TYPE C1 2'-0" 2x4 BLOCKING 2x8 LEDGER 2"1 1/4"7 1/4"1'-8"7 1/2"COMPOSITE DECK 122.75'6"3 1/4" LEVEL 1 124.31' EXTERIOR WALL TYPE E4 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS 2x6 WD STUDS CELLULOSE INSULATION COMPACTED EARTH INSECT SCREEN SILL SEAL FIRESTOP SEALANT CRUSHED STONE 1-1/2" XPS INSULATION CONCRETE SLAB 2" XPS INSULATION CONCRETE FOUNDATION VAPOR BARRIER 2" XPS INSULATION ALUMINUM TRIM SILL 5/16" FIBER CEMENT PANELS 2x4 PT BLOCING, CUT TO SIZE. FASTEN TO CONCRETE. BOTTOM OF WATER TABLE BEYOND4 1/2"SEAL SHEATHING TO FRAMING & CONRETE 121'-7 1/4" CONCRETE PAVING, SEE CIVIL 1/2" COMPRESSIBLE FILLER WALL BASE, SEE SCHEDULE EXPOSED CONCRETE FINISH WALL, SEE SPECIFICATIONS SEALANT SOLID SURFACE STOOL CAP CELLULOSE INSULATION 2x4 WD STUDS AT 16" O.C. 8 1 1/4"8 CONTINUOUS HARDWOOD HANDRAIL HANDRAIL BRACKET BEYOND 1"x1" STEEL TUBE TOP RAIL ATTACH STEEL GUARD TO JAMBS OF WINDOWS 1/2"x1/2" VERTICAL BALUSTER AT 4" O.C.4"4" WALL BASE BEYOND 1"2"1"x1" STEEL TUBE TOP RAIL ALUMINUM SILL TRIM EZ.4 METAL HEAD FLASHING INSECT SCREEN ADHESIVE BACKED FLASHING OVER METAL HEAD FLASHING 5/16" FIBER CEMENT PANELS 1x4 PT WD VERTICAL FURRING 1-1/2" INSULATED SHEATHING (3)2x8 HEADER WITH 1/2" XPS INSULATION SPACERS CELLULOSE INSULATION ATTACH STEEL GUARD TO JAMBS OF WINDOWS MEETING RAIL 1 1/2" 2x10 FLOOR FRAMING 3/4" SUBFLOOR FINISH FLOOR 5/4x12 WD TRIM PAINT BLACK2'-8"4"2x10 FLOOR FRAMING 3/4" SUBFLOOR BACKER ROD & SEALANT ALUMINUM SOFFIT J-TRIM 1x4 PT WD BLOCKING 5/16" FIBER CEMENT PANEL EXTERIOR WALL TYPE E4 ALUMIMUM SILL TRIM STANDING SEAM METAL ROOF WITH SLIP SHEET UNDERLAYMENT SELF-ADHESIVE BITUMINOUS UNDERLAYMENT, LAP OVER FASCIA BOARD 5/8" SHEATHING 2-1/2" METAL FRAMING AT 16" O.C. 1x6 TnG WD SOFFIT INSECT SCREEN SHEET METAL FASCIA METAL COUNTERFLASHING Z-CLIP, CUT TO FIT BETWEEN SEAMS 2x4, TAPERED TOP EDGE 2-1/2"x2-1/2"x1/4" CONTINUOUS STEEL ANGLE 2-1/2" METAL RUNNERS SCREW CONNECTIONS PRE-ROCK WALLS AT STAIRS LEVEL 2 134.31' 1 5/16" FIBER CEMENT PANEL 3/4" PT FURRING 3" RIGID INSULATION WEATHER BARRIER WALL MOUNTED LIGHT FIXTURE 8" CMU WALL RATED MTL DOOR & FRAME BACKER ROD & SEALANT PT 2x BLOCKING, TAPERED ALUMINUM HEAD FLASHING INSECT SCREEN ALUMINUM SILL TRIM SHIM AS REQUIRED MEMBRANE FLASHING ON ALUMINUM FLASHING ALUMIMUM SILL TRIM STANDING SEAM METAL ROOF WITH SLIP SHEET UNDERLAYMENT SELF-ADHESIVE BITUMINOUS UNDERLAYMENT, LAP OVER FASCIA BOARD 5/8" SHEATHING BACKER ROD & SEALANT 1x6 TnG WD SOFFIT 1x4 PT WD BLOCKING ZIP R-6 SHEATHING SYSTEM MEMBRANE FLASHING DETAIL EDGES W/ LIQUID FLASHING 5/16" FC PANEL 3/4" PT FURRING INSECT SCREEN (2)2x6 PT WD PLATES SILL SEAL 2'-4 7/8" CMU BOND BEAM, SEE TYPICAL STRUCTURAL DETAILS 129'-5 3/8" 1-3/4"x9-1/4" LVL LEDGER, SEE STRUCTURAL 3/4" PLYWOOD DECK AT STAIR LANDING 5 1/2"2'-7 1/2" FINISH FLOOR & WALL BASE, SEE SCHEDULE 2x10 FLOOR JOISTS AT STAIR LANDING SEE STRUCTURAL FOR STEEL CONNECTIONS TO CMU WALL INTERIOR HANDRAIL ALUMINUM SOFFIT TRIM SHEET METAL FASCIA 2x6 PT WD LEDGER MEMBRANE COUNTERFLASHING METAL COUNTERFLASHING Z-CLIP, CUT TO FIT BETWEEN SEAMS 2x4 TAPERED TOP EDGE 8" / 12" 2 1/4" 2-1/2" METAL FRAMING AT 16" O.C. 2-1/2"x2-1/2"x1/4" CONTINUOUS STEEL ANGLE 2-1/2" METAL RUNNERS 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" BW DA 2017-10-24 A511 BUILDING DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0"REF: 1 / A011 L-8 DETAIL AT WALL BASE 1 1 1/2" = 1'-0"REF: A-7 / A504 3 DETAIL AT BAY WINDOW OVERHANG 2 1 1/2" = 1'-0"REF: A-1 / A100 A-8 DETAIL AT LOBBY HALF WALL 1 1/2" = 1'-0"REF: A-1 / A301 G-8 DETAIL AT MAILBOX 1 1/2" = 1'-0"REF: A-1 / A301 G-4 DETAIL AT SHAFT WALL 1 1 1/2" = 1'-0"REF: A-1 / A301 5 DETAIL AT SHAFT WALL 2 1 1/2" = 1'-0"REF: 1 / A011 A-1 DETAIL AT RETAIL DEMISING WALL 1 1/2" = 1'-0"REF: 1 / A011 A-4 DETAIL AT WATER TABLE 5 - STAIR 2 1 1/2" = 1'-0"REF: A-1 / A303 G-1 DETAIL AT STAIR 2 WINDOW No. REVISIONS/SUBMISSIONS Date 2 PERMIT SET COORDINATION 2017-10-30 8 ASI-05 - Window Details & General Coordination 2018-02-20 1 1/2" = 1'-0"REF: A-1 / A303 M-11 DETAIL AT STAIR CANOPY 1 1/2" = 1'-0" A-11 DETAIL AT STAIR 1 DOOR HEAD 1 FAN COIL HVAC RISER, SEE MECH. 2x12 JOISTS6" DIA. DUCT, SEE MECH. 2x6 WALL 2x8 JOISTS HEADER TRUSS 5/8" FIRECODE C GWB 5/8" TYPE X GWB 5/8" GWB 5/8" FIRECODE C GWB SHAFT WALL 2-HOUR 6" DIA. DUCT, SEE MECH. HANGERS, SEE STRUCTURAL 12 GA. HANGER WIRE UNIT ENTRY DOOR HVAC DUCT BEYOND10"HVAC SHAFT GWB WALL BEYOND A512 A-5 Sim A512 G-5 Sim LVL BEAM, SEE STRUCTURAL 14x10 EA 14x10 SA 12x10 OA FILL CAVITY WITH NON-COMBUSTIBLE INSULATION 11 1/4"A512 D-5 Sim 1/2" RESILIENT CHANNEL OPEN CAVITY TO BE SPRINKLERED, SEE FIRE PROTECTION LEVEL 3 144.31' FAN COIL ACOUSTIC INSULATION ACOUSTIC SEALANT BOTH SIDES 2x8 JOISTS 6" DIA. DUCT, SEE MECH.20" OPEN- WEB TRUSS2x8 JOISTS ACOUSTIC INSULATION DEMISING WALL TYPE D1LVL BEAM 5/8" FIRECODE C GWB 5/8" FIRECODE C GWB 5/8" GWB 5/8" TYPE X GWB 5/8" GWB 5/8" FIRECODE C GWB 12x10 EA 10x8 SA 12x10 OA 2x4 AT 16" O.C.ACOUSTIC SEALANT, TYP.6" DIA. DUCT, SEE MECH. HANGERS 7 1/4"6"HANGER WIRE ALIGN CEILINGS OPEN CAVITY TO BE SPRINKLERED, SEE FIRE PROTECTION FIRESTOP SEALANT UNIT CLOSET 1/2" RESILIENT CHANNEL11 1/8"LEVEL 3 144.31' FAN COIL 20" OPEN- WEB TRUSS 2x8 JOISTS 6" DIA. DUCT, SEE MECH. 2x6 WALL 2x8 JOISTS ACOUSTIC INSULATION 7 1/4" LVL HEADER (SEE STRUCT) 5/8" FIRECODE C GWB5/8" GWB 5/8" FIRECODE C GWB 1-5/8" METAL FRAMING HANGER WIRE UNIT ENTRY DOOR GWB WALL BEYOND 6" DIA. DUCT, SEE MECH. A512 A-5 Sim ACOUSTIC INSULATION 5"5"11" A512 G-5 Sim A512 D-5 Sim 7 1/4"6"12x10 EA14x10 SA12x10 OA2'-2"FIRESTOP SEALANT FILL CAVITY WITH NON- COMBUSTIBLE INSULATION 1/2" RESILIENT CHANNEL OPEN CAVITY TO BE SPRINKLERED, SEE FIRE PROTECTION ACOUSTIC SEALANT BOTH SIDES R 5/8" GWB 1-5/8" METAL STUDS LINEAR LIGHT FIXTURE, SEE ELECTRICAL 1/2" FIRE-TREATEDPLYWOOD, PAINTED. ALUMINUM L-TRIM 5/8" TYPE X GWB NON-STRUCTURAL WD HEADER HOLLOW METAL FRAME 2x6 STUDS 1/2"x3" GWB 5/4x6 WD HEADER TRIM 1/2" RESILIENT CHANNEL SEAL GWB TO FRAMING, TYP. SEALANT 1/2" PLYWOOD DOOR PANEL, SEE SCHEDULE 3/4" STRUCTURAL SUBFLOOR ACOUSTIC MAT 1" GYPCRETE DOOR PANEL, SEE SCHEDULE BRUSH SWEEP, SEE SCHEDULE FINISH FLOORING, SEE SCHEDULE HOLLOW METAL FRAME BEYOND 4" ALUMINUM SADDLE THRESHOLD, SEE SCHEDULE LEVEL REFERENCE1 1/4"3/4"D-8 A512 5"11"1'-4"2x4 PARTITION 5/8" TYPE X GWB HOLLOW METAL FRAME DOOR PANEL, SEE SCHEDULE 2x6 STUDS SEALANT1/2"x3" GWB 1/2" RESILIENT CHANNEL1'-5" 4'-9" 4"3'-0" A512 F-1 SEAL DOOR STRIKE WITH LOW EXPANSION FOAM. DO NOT OVERFILL CAVITY GASKET HINGE SEAL GWB TO FRAMING, TYP. SOFFIT ABOVE 2x4 PARTITION 5/8" TYPE X GWB HOLLOW METAL FRAME DOOR PANEL, SEE SCHEDULE 2x6 STUDS SEALANT 1/2"x3" GWB 1/2" RESILIENT CHANNEL SEAL DOOR STRIKE WITH LOW EXPANSION FOAM. DO NOT OVERFILL CAVITY GASKET HINGE SEAL GWB TO FRAMING, TYP. SOFFITABOVE 5'-4" 4"3'-0"2'-0"1'-8"3/4"1'-7 1/4"7 3/4"3/4"1'-7 1/4"1'-8"1x WD SHELF, PAINTED. 36" AFF. 7 3/4" 1x WD SHELF, PAINTED. 36" AFF. K-5 A512 GWB DROP CEILING WALL BASE, SEE SCHEDULE METAL FRAME, PAINTED PEEPHOLE 10"5"1'-11 1/2"2'-2"3'-0 1/2"FLAT PANEL SQUARE STICKING PAINTED GWB WALLS 4'-9" 4"3'-0"1'-5" 5"5"5"36" AFF 1/8" CHAMFER 1/4" RABBET7 1/4" 7 3/4" 1x8 WD 1x4 WD SCREW TO BLOCKING. PRE-DRILL FOR ALL SCREW FASTENERS,TYP.3 1/2"2x6 BLOCKING DEMISING WALL TYPE D1 LEVEL 1 124.31' LEVEL 2 134.31' 7546 PLENUM 20" OPEN-WEB TRSUSSES 20" HIGH LOUVER CANOPY 2-HOUR DROP CEILING 1-HOUR RATING AT BOTTOM OF TRUSSES 24x18 OA DUCT 7'-0 1/2"C4 C9 C9 118'-3"18 3/4"122'-9" 121'-1" C1 7546 122'-9" 120'-0 3/4" APPROX. INVERT, GC TO COORDINATE W/ PLUMING2" MIN.6" SANITARY PIPE CONCRETE SLAB HAUNCH FOOTING 1/8" / 12" EXTEND SLEEVE 12" MIN. BEYOND AREA OF LOAD- BEARING SOIL 118'-3" CONCRETE FOOTING BEYOND SLEEVE SHALL BE 2 PIPE SIZES LARGER THAN THE PIPE BEING SLEEVED, SEE PLUMING 2" RIGID INSULATION VAPOR BARRIER, CONTINUOUS BELOW SLAB & HAUNCH FOOTINGS TURN UP & SEAL VAPOR BARRIER TO COLUMN VAPOR BARRIER 1'-0" MIN.CONCRETE FOOTING, SEE STRUCUTURAL COMPACTED CRUSHED STONE 2" RIGID INSULATION 4" CONCRETE SLAB BASE OF COLUMN SHALL BE ENCASED IN MASTIC COATING FROM TOP OF FOOTING TO BOTTOM OF SLAB 1/2" COMPRESSIBLE FILLER 4"2" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A512 BUILDING DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 3/4" = 1'-0" A-8 DETAIL AT HVAC 1 3/4" = 1'-0" D-8 DETAIL AT HVAC 2 3/4" = 1'-0" G-8 DETAIL AT HVAC 3 3" = 1'-0" A-5 SOFFIT LIGHT DETAIL 3" = 1'-0" G-5 DOOR HEAD AT UNIT ENTRY 3" = 1'-0" D-5 DOOR SILL AT UNIT ENTRY 1 1/2" = 1'-0" A-1 DETAIL AT UNIT ENTRY DOOR 1 1/2" = 1'-0" L-1 DETAIL AT UNIT ENTRY DOOR CBH 3/4" = 1'-0" F-1 UNIT ENTRY DOOR ELEVATION 1 3" = 1'-0" K-5 DETAIL AT UNIT ENTRY SHELF 1/4" = 1'-0" K-8 SECTION AT ELECTRICAL ROOM No. REVISIONS/SUBMISSIONS Date 8 ASI-05 - Window Details & General Coordination 2018-02-20 13 Future Revisions Date 4 1/2" = 1'-0" N-11 SECTION AT CORRIDOR FOOTING 1 1/2" = 1'-0" N-8 DETAIL AT COLUMN FOOTING ROOF LEVEL 164.23' A CEILING / ROOF TYPE R1 A550 A-1 Sim GALV LOOSE LINTEL (SEE STRUCT.) ALUMINUM HEAD FLASHING MEMBRANE FLASHING WRAP INTO OPENING FIBERGLASS OPENING 2 SOLDIER COURSES MTL HOOK MTL FLASHING W/ 6" REVEAL FULLY ADHERED TPO MEMBRANE 2x6 WD OUTRIGGERS 1x BLOCKING 1/2" PLYWOOD, SMOOTH EDGES DRIP EDGE 2x6 PT CONT.BLOCKING SEALING MASTIC SEALING MASTIC FULLY ADHERED TPO MEMBRANE 5/8" PLYWOOD REINFORCED SECUREMENT STRIP FULLY ADHERED TPO MEMBRANE 1/2" PROTECTION BOARD 8" PRECAST LINTEL 13 COURSE MODULAR BRICK BRICK TIE, ANCHOR TO STUDS THROUGH ZIP SHEATHING, TYPICAL ZIP TAPE DETAIL EDGES W/ LIQUID FLASHING ZIP R-6 SHEATHING SYSTEM 5 COURSES1'-1 3/8"3 COURSES8"6 COURSES1'-4 1/8"3 COURSES8"5 COURSES1'-1 3/8"2 COURSES5 3/8"2 SOLDIER8"2x BRACING 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" INSULATION ROOF LEVEL 164.23' 8" PRECAST LINTEL GALV LOOSE LINTEL (SEE STRUCT.) 13 COURSE MODULAR BRICK BRICK TIE 2 SOLDIER COURSES MTL HOOK METAL FLASHING WITH 6" REVEAL FULLY ADHERED TPO MEMBRANE 2x6 WD OUTRIGGERS 1x BLOCKING 1/2" PLYWOOD, SMOOTH EDGES DRIP EDGE 2x6 PT CONT.BLOCKING SEALING MASTIC SEALING MASTIC FULLY ADHERED TPO MEMBRANE ALUMINUM HEAD FLASHING MEMBRANE FLASHING OVER ALUMINUM FLASHING MEMBRANE FLASHING WRAP INTO OPENING FIBERGLASS OPENING ZIP TAPE DETAIL EDGES W/ LIQUID FLASHING 2x PT BLOCKING ZIP R-6 SHEATHING SYSTEM 5/8" PLYWOOD REINFORCED SECUREMENT STRIP FULLY ADHERED TPO MEMBRANE 1/2" PROTECTION BOARD3'-0 3/8"5/8" 1/2" 1/2" LOW EXPANSION SPRAY FOAM INSULATION SEALANT SHIM AS REQUIRED ALUMINUM SILL TRIM INTEGRAL DRIP CAP AT HEAD FLANGE INSECT SCREEN ADHESIVE BACKED FLASHING OVER HEAD FLANGE 5/16" FIBER CEMENT PANELS 1x4 PT WD VERTICAL FURRING ALUMINUM TRIM J SOFFIT 1x5 PVC TRIM 1x10 PVC TRIM CONTINUOUS METAL HOOK STRAP SINGLE-PLT TPO MEMBRANE TPO CLAD METAL FASCIA 1/2" COVERBOARD 2x8 FRAMING LAP TPO OVER FASCIA BEHIND HOOK STRAP 2x8 BLOCKING 13 1/2"TPO STRIPPING, HOT AIR WELDED SHIM GAP TAPERED INSULATION, R-40 MIN. SLOPE 1/4" PER 12" 2.1% 1/2" RESILIENT CHANNEL 5/8" FIRECODE C GWB 3-1/2" ACOUSTIC INSULATION 2x6 PARAPET FRAMING DOUBLE HUNG WINDOW HEAD R-21 OPEN CELL FOAM INSULATION AT RIMBOARD, TYP. FLUSH HEADER, SEE STRUCTURAL INSECT SCREEN 1 1/4"VENT, DO NOT CHAULK1/2"6-MIL POLY VAPOR BARRIER, SEE SPECS.5/16" FIBER CEMENT PANELS SELF-ADHESIVE FLASHING OVER ROOF VAPOR BARRIER TO ZIPWALL SHEATHING 8 TRIPLE TOP PLATE 4 1/2"LEVEL 4 154.31' FINISH FLOOR & BASE, SEE SCHEDULE 1" GYPCRETE A550 A-11 Sim ALUMINUM TRIM EZ4 SILL SHEET METAL FLASHING & FASCIA INSECT SCREEN ADHESIVE BACKED FLASHING OVER METAL FLASHING 5/8" PT PLYWOOD 3.5% PT WD BLOCKING 95.00°4 1/2"1/4" FIBER CEMENT SOFFIT INSECT SCREEN 5/16" FIBER CEMENT PANELS 1x4 PT WD VERTICAL FURRING 5/16" FIBER CEMENT PLANKS, 6" REVEAL 1x4 PT WD VERTICAL FURRING3/4"DO NOT CHALK AT TOP FOR VENTILATION 1x3 PVC TRIM 1x6 PVC TRIM 2x6 PT WD BLOCKING 11 3/8"5 1/2"2x6 AT 16" O.C., TAPERED BOTTOM 3/4" SUBFLOOR CONT. HOOK STRIP AT DRIP EDGE 1-1/2" RIGID INSULATION AT GAPS IN SHEATHING. SEAL EDGES. 1-1/2" R-6 ZIPWALL SHEATHING WITH INTEGRAL WEATHER BARRIER LSL RIMBOARD, SEE STRUCTURAL R-21 OPEN CELL FOAM INSULATION AT RIMBOARD, TYP.6"8 LEVEL 2 134.31' W GALV LOOSE LINTEL, SEE STRUCTURAL BACKER ROD AND SEALANT MEMBRANE FLASHING WRAP INTO OPENING 2-LAYER MEMBRANE AT PARAPET CORNERS GALV. MASONRY CLIPS AT JOINTS 3/4" / 12"4"SINGLE SLOPE CAST STONE WALL CAP SECUREMENT STRIP MEMBRANE ROOF W/ 1/2" COVERBOARD BRICK VENEER BEYOND MODULAR BRICK VENEER 3" BRICK TIE TAPERED ROOF INSULATION 2x10 BLOCKING LIGHT GAGE 8" MTL STUD CELLULOSE INSULATION DEFLECTION TRACK SAFFING INSULATION STEEL BEAM, SEE STRUCTURAL. 1-HR SPRAY FIREPROOFING ALUMINUM STOREFRONT SYSTEM PT WOOD FRAMING PARAPET 2x4 PT WD PLATE 1'-6 1/8"30 COURSES6'-8 1/8"METAL COUNTERFLASHING STANDING SEAM METAL ROOF SELF-ADHESIVE BITUMINOUS UNDERLAYMENT 5/8" SHEATHING Z-CLIP, CUT TO FIT BETWEEN SEAMS BRICK RETURN BEYOND 1x3 PT BLOCKING SHEET METAL FASCIA1x6 Tng WD CEILING METAL DRIP EDGE METAL HEAD FLASHING 2-1/2" METAL JOISTS AT 16" O.C. SCREW CONNECTIONS 2-1/2"x2-1/2"x1/4" CONTINUOUS STEEL ANGLE 8" / 12" 129'-7 7/8"33.71°SEAM COUNTERFLASHING TO THRU-WALL FLASHING MORTAR NET 8 16"3"1 1/2" 2" ALTERNATE 2 ROWLOCK & 2 SOLDIER COURSES CAST STONE SILL LSL RIMBOARD, SEE STRUCTURAL R-21 OPEN CELL FOAM INSULATION AT RIMBOARD, TYP. FINISH FLOOR & BASE, SEE SCHEDULE 1" GYPCRETE 3/4" SUBFLOOR MASONRY TIE 2 ROWLOCKFIBERGLASS WINDOW ALUMINUM SILL PAN FLASHING WITH 1" VERTICAL LEGS AT BLOCKING & JAMBS. 5/8" TYPE X GWB SEAL TO FRAMING CELLULOSE INSULATION ZIP R-6 SHEATHING SYSTEM MEMBRANE FLASHING WRAP 6 " UP INTO OPENING SIDES BACKER ROD AND SEALANT BRICK TIE 1 1/2" BRICK VENEER BEYOND 3 5/8" 2x4 PT WD BLOCKING 2"1'-10 1/4"8 8 L5x4x5/16 GALV 8 6" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A513 BUILDING DETAILS - PARAPET NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0"REF: A-1 / A501 A-1 DETAIL AT PARAPET 1 1 1/2" = 1'-0"REF: A-4 / A501 A-6 DETAIL AT PARAPET 2 3" = 1'-0" J-1 DETAIL AT PARAPET 4 3" = 1'-0" J-7 DETAIL AT LEVEL 4 CORNICE 1 1/2" = 1'-0" A-11 DETAIL AT PARAPET 3 3" = 1'-0" J-11 DETAIL AT BRICK CORBEL 1 No. REVISIONS/SUBMISSIONS Date 8 ASI-05 - Window Details & General Coordination 2018-02-20 1 C 2'-1"7 5/8"1'-1 1/8"2'-2" 3 5/8"3 1/2" 1 1/2" 1/2"8"5/8" EXTERIOR WALL TYPE B1 GWB CORNER BEAD FILL GAPS W/ LOW- EXPANSION FOAM INSULATION SEALANT 5"MITER BRICK AT OUTSIDE CORNER LONG COURSE 17 3/4" MASONRY VENEER MASONRY TIES WEATHER BARRIER 1 1/2" RIGID INSULATION AIR SPACE 1/2" EXTERIOR GYMPUM SHEATHING CELLULOSE INSULATION 5/8" GWB 8" MTL STUD STL COL. SPRAY FP 1HR EXTERIOR WALL TYPE B1 3 1/2"E 1 4 1/2"4" 5/8" 17 3/4"12"13 1/8" FIRESTOP SEALANT EXTERIOR WALL TYPE M5 BACKER ROD & SEALANT ALUMINUM J-TRIM 1x4 PT WD FURRING FIBER CEMENT PLANK SIDING AIR SPACE3" XPS INSULATION WHEATHER BARRIER 1 1/2"3 1/2" MASONRY VENEER MASONRY TIES WEATHER BARRIER 1 1/2" RIGID INSULATION AIR SPACE CELLULOSE INSULATION 5/8" GWB 8" MTL STUD STL COL. SPRAY FP 1HR MASONRY VENEER MASONRY TIES WEATHER BARRIER 1 1/2" RIGIDINSULATION AIR SPACE 1/2" EXTERIOR GYMPUM SHEATHING 10 D DAMP SPRAY CELLULOSE INSULATION EXTERIOR SHEATHING WEATHER BARRIER BACKER ROD & SELANT 3 1/2" PVC TRIM BACKER ROD & SELANT 1 1/2" RIGID INSULATION 3/4" PT FURRING SEALANT PT BLOCKING BRICK TIE ALUMINUM STOREFRONT SYSTEM MODULAR BRICK VENEER STL COL. SPRAY FP 1HR VAPOR BARRIER 5/8" GWB 8" MTL STUD DAMP SPRAY CELLULOSE INSULATION 2x BLOCKING SHIM AS REQ'D BACKER ROD & SELANT 3 1/2" 1 F A-13 A302 WELDED HOLLOW METAL DOOR FRAME, HINGE SIDE FIRESTOP SEALANT 2'-4 7/8" 8" CMU WALL 7/8"6 3/4"1 1/2"4 1/2"4"4" 5/4x6 ONE-PIECE PVC CORNERBOARD 1'-4 3/8"1"x1" PVC STORY POLE, SEALANT AT BOTH SIDES ALUMINUM J-TRIM AT 5/16" FIBER CEMENT PANELS FIBER CEMENT PLANK SIDING EXTERIOR WALL TYPE E8 EXTERIOR WALL TYPE E9 1X6 PT WOOD VERTICAL FURRING AT CORNERS SEALANT STEAL COL SPRAY FIREPROOF 1 HR 8" METAL STUD 1/2"EXTERIOR GYPSUM SHEATHING WEATHER BARRIER 1 1/2" XPS INSULATION 1X4 PT WD FURRING 7 5/8"7 5/8"2"A 76 GWB CORNER BEAD MITER BRICKS AT OUTSIDE CORNER LONG COURSEBRICK TIE MODULAR BRICK VENEER RETURN BRICK (TYP) EXTERIOR WALL TYPE B1 6"4"5"2x8 PT BLOCKING STL COL. SPRAY FP 1HR 8" MTL STUD FRAMING 2x BLOCKING 1-1/2" HORIZONTAL Z-FURRING8 A B 8 EDGE OF CONCRETE BELOW BACKER ROD & SEALANTFOAM GAPS 4 5/8"5"3'-2"3'-2"5" 3'-0"3'-0" MEETING STILE 5"4"3"2'-6 3/8"4 1/2"1 1/8"3'-0 1/8"3"5"4"A 10 13 1/8"26 1/2" 8 1/8" 3 1/8" 5"5"3 3/4"4"5"14"17 5/8"BACKER ROD & SEALANT STOREFRONT JAMB MASONRY VENEER MASONRY TIES EXTERIOR WALL TYPE B1 36"3/8" FLASHING MEMBRANE WRAPED INTO OPENING CELLULOSE INSULATION VAPOR BARRIER 8" MTL STUD 2x BLOCKING LOW EXPANSION FOAM INSULATION BACKER ROD & SEALANT 5/8" GWB 2x4 PT BLOCKING FLASHING MEMBRANE WEATHER BARRIER STL COL. SPRAY FP 1HR 1 1/2" RIGID INSULATION AIR SPACE 3 1/2"3 1/2"40"32"EDGE OF CONCRETE BELOW 2"GWB CORNER BEAD 2 B 20.00° SHIM SPACE FILL W/ LOW-EXPANSION FOAM INSULATION BRICK TIE MODULAR BRICK VENEER RETURN BRICK (TYP) WINDOW JAMB 2x6 STEEL FRAMING ZIP R-6 SHEATHING SYSTEM BACKER ROD & SEALANT 10 F EXTERIOR WALL TYPE E4 45 13/16"4 5/8"3 3/4"3 5/8" 5/4x5 PVC CASING TRIM SEALANT 1x6 PT WD FURRING 1x4 PVC RETURN TRIM SEALANT ABF FLASHING AT 2x4 PT WD BLOCKING. WRAP AT JAMB. 5/8" GWB 8" MTL STUD 2X BLOCKING CELLULOSE INSULATION LOW EXPANSION FOAM INSULATION 5/8" GWB 8" MTL STUD 2X BLOCKING CELLULOSE INSULATION LOW EXPANSION FOAM INSULATION STL COL. SPRAY FP 1HR 5/8"8" 1/2" 1 1/2"3/4" 5/8" 5/16" FIBER CEMENT PANEL 1X4 PT WD FURRING AIR SPACE 1 1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WHEATHER BARRIER & TAPPED SEAMS SHIM AS REQUIRED 10 G EXTERIOR WALL TYPE E10 FIBER CEMENT RAINSCREEN PANELS DEMISING WALL TYPE D5EQEQ 5/8"3 3/4"4 1/4"1-HR SPRAY FP AT HSS COLUMN 8" METAL STUDS AT 16" O.C. 5/4x6 ONE-PIECE PVC CORNER BOARD 1x4 PT WD VERTICAL FURRING.ALIGN WITH STUDS AT 16" O.C. 1x6 PT WD VERTICAL FURRING AT CORNERS SEALANT STOREFRONT JAMB SEALANT M-5 A201 9 LIQUID FLASHING AT INTERIOR CORNER, TYP. ALUMINUM TRIM INSIDE CORNER WRAP ABF FALSHING AT JAMB 4"4" FILL GAPS WITH LOW EXPANSION FOAM INSULATION 3 7/16"5" ALUMINUM J-TRIM PROVIDE 2x4 HORIZONTAL BLOCKING AT 16" O.C. IN THE WALL CAVITY WHERE FURRING DOES ALIGN WITH STUDS 2 1/2" 5 1/2" ALUMINUM J-TRIM 12" EXTERIOR WALL TYPE E4 EXTERIOR WALL TYPE E8 1x3 PVC RETURN, CUT TO SIZE SEALANT 3" DOWNSPOUT FOR CANOPY WITH CAST IRON BOOT BELOW1/2"1 G CELLULOSE INSULATION ZIP R-6 SHEATHING SYSTEM 1x3 PT WD FURRING FIBER CEMENT PLANK SIDING ZIP FLASHING TAPE DETAIL EDGE W/ LIQUID FLASHING LIGHT GAGE MTL FRAMING EXTERIOR GYPSUM SHEATHING WEATHER BARRIER 8" MTL STUDS CELLULOSE INSULATION 3 5/8" MTL STUDS ACOUSTICAL BATT INSULATION 5/8" GWB 1x6 PT WD FURRING SEALANT 1-1/2" XPS INSULATION 5/4x4 PVC TRIM BACKER ROD & SEALANT 7 1/2" 4 1/2"1" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" BW DA 2017-10-24 A520 PLAN DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0"REF: A-6 / A110 A-1 DETAIL AT CURVED BRICK 1A 1 1/2" = 1'-0" H-1 DETAIL 1 AT STAIR 1 LEVEL 1 1 1/2" = 1'-0" E-10 DETAIL AT BRICK TO FC WALL 1A 1 1/2" = 1'-0" M-1 DETAIL 2 AT STAIR 1 LEVEL 1 1 1/2" = 1'-0"REF: A-6 / A110 E-6 DETAIL AT CURVED BRICK 3A 1 1/2" = 1'-0"REF: A-6 / A110 A-6 DETAIL AT STOREFRONT DOOR 2 1 1/2" = 1'-0"REF: A-6 / A110 A-11 DETAIL AT BRICK CORNER 1A 1 1/2" = 1'-0" H-6 DETAIL AT CURVED BRICK 2A 1 1/2" = 1'-0" E-13 DETAIL AT STRFRNT DOOR 3 1 1/2" = 1'-0" L-10 DETAIL AT LEVEL 1 CORNER 1 1 1/2" = 1'-0" M-6 DETAIL AT COLUMN G-1 No. REVISIONS/SUBMISSIONS Date 8 ASI-05 - Window Details & General Coordination 2018-02-20 5/8" TYPE X GWB 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 3/4" PT FURRING FC PANEL SYSTEM PVC TRIM 3/4"1 1/2" 5 1/2" 5/8" 8 3/8"3/4"1 1/2"5 1/2"5/8"8 3/8"ZIP TAPE 9 BACKER ROD & SEALANT ALUMINUM J-TRIM 8" FC PANEL SYSTEM 3/4" PT FURRING ZIP R-6 SHEATHING ALUMINUM STOREFRONT SYSTEM 3 3/4"5" 1x3 PVC RETURN, CUT TO SIZE SEALANT SEALANT SEALANT METAL CAP W/ J-BEAD AT END OF WALL E 1 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS AIR SPACE S.S. BRICK TIE, FASTEN THROUGH SHEATHING TO STUDS BRICK VENEER MASONRY 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 5/8" TYPE X GWB ZIP TAPE 13 1/8" 14 11/16" 3 1/2"3 1/2"5/8" TYPE X ABUSE RESISTANT GWB 5/8" TYPE X GWB 1/2" PLYWOOD 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRALWEATHER BARRIER & TAPPED SEAMS AIR SPACE 1x4 PT WD FURRING, FASTENTHROUGH SHEATHING TO STUDS AND/OR BLOCKING, TYP. 5/16" FIBER CEMENT PANELS ZIP TAPE 1 F A-13 A302 2x6 WD STUDS R-21 CELLULOSE INSULATION 5/8" TYPE X GWB AIR SPACE 1x4 PT WD FURRING FIBER CEMENT PLANK SIDING 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 2-LAYERS 5/8" TYPE X GWB 5/8" TYPE X ABUSE RESISTANT GWB 5/8" TYPE X GWB 3-1/2" MINERAL WOOL INSULATION 1/2" PLYWOOD 1 1/4"1/2"5 1/2"1/2"1 1/4"9"3/4" 1 1/2"5 1/2"5/8" 8 3/8" 5/4x5/4 PVC STORY POLE TRIM LIQUID FLASHING AT INTERIOR CORNERS OF ZIPWALL, TYP. 1/2" PLYWOOD EXTERIOR WALL TYPE E3 EXTERIOR WALL TYPE E4 FIBER CEMENT PLANK SIDING 1X4 PT WD FURRING 1 1/2" R 6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 2X6 WOOD STUDS 5/4x6 ONE-PIECE PVC CORNERBOARD 1X6 PT WOOD VERTICAL FURRING AT CORNERS SEALANT 6" ZIP TAPE AT OUTSIDE CORNERS 2 1 C 2'-1"7 5/8"1'-1 1/8"2'-2" 3 5/8"3 1/2" 1/2"1" 5 1/2"5/8" EXTERIOR WALL TYPE E1 GWB CORNER BEAD FILL GAPS W/ LOW- EXPANSION FOAM INSULATION SEALANT MITER BRICK AT OUTSIDE CORNER LONG COURSE 4 1/2"1" CELLULOSE INSULATION 2x6 WOOD FRAMING 5/8" GWB 3 1/2"3 1/2"A 76 BRICK EXPANSION JOINT GWB CORNER BEAD SIM SPACE FILL W/ LOW-EXPANSION FOAM INSULATION BACKER ROD & SEALANT MITER BRICKS AT OUTSIDE CORNER LONG COURSE BRICK TIE 1 1/2" AIR SPACE MODULAR BRICK VENEER MODULAR BRICK VENEER RETURN BRICK (TYP) ZIP TAPE 3 1/2" AIR SPACE WINDOW JAMB 2x6 WOOD FRAMING ZIP R-6 SHEATHING SYSTEM 3 5/8" 1 1/2"1 7/8" 2 B 4'-0" 5/8" GWB CELLULOSE INSULATION 2x6 WOOD FRAMING MODULAR BRICK VENEER BRICK TIE 3 1/2" AIR SPACE BACER ROD & SEALANT 7 C SIM SPACE FILL W/ LOW-EXPANSION FOAM INSULATION BRICK TIE MODULAR BRICK VENEER RETURN BRICK (TYP) WINDOW JAMB 2x6 WOOD FRAMING 2x6 WD STUDS AT 16" O.C. R-21 CELLULOSE INSULATION 5/8" TYPE X GWB 1/2" RESILIENT CHANNEL AT 24" O.C. CORRIDOR WALL TYPE D3 2 10 C BACKER ROD & SEALANT WINDOW JAMB MASONRY VENEER MASONRY TIES FLASHING MEMBRANE WRAPED INTO OPENING CELLULOSE INSULATION 2x6 BLOCKING LOW EXPANSION FOAM INSULATION 5/8" GWB FLASHING MEMBRANE WEATHER BARRIER 1 1/2" RIGID INSULATION AIR SPACE 1/2" PLYWOOD ZIP TAPE 3 1/2"3 1/2" SHIM AS REQUIRED BACKER ROD & SEALANT 10 F 5/8" TYPE X GWB 2x6 WD STUDS AT 16" O.C. 5x5 WD 2x4 WD STUDS R-21 CELLULOSE INSULATION 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1x3 PT WD FURRING EASY TRIM OUTSIDE CORNER 1/2" PLYWOOD EASY TRIM J TRIM WINDOW JAMB ZIP TAPE ALUMINUM J TRIM 3/4" PT FURRINGZIP R-6 SHEATING SYSTEM FC PANEL SYSTEM 1x4 PVC JAMB TRIM BACKER ROD & SEALANT ZIP TAPE ALUMINUM J TRIM 3/4" PT FURRING ZIP R-6 SHEATING SYSTEM FC PANEL SYSTEM 1x4 PVC JAMB TRIM BACKER ROD & SEALANT 1/2" RESILIENT CHANNEL 5/8" TYPE X GWB BACKER ROD & SEALANT FC PANEL SYSTEM ALUMINUM CORNER TRIM 3/4" PT FURRING ZIP TAPE ZIP TAPE 10 D MODULAR BRICK VENEER 3 1/2" AIR SPACE BRICK TIE CELLULOSE INSULATION 2x6 WOOD FRAMING 5/8" GWB 1x4 PVC TRIM BACKER ROD & SEALANT WINDOW JAMB ZIP R-6 SHEATHING SYSTEM BACKER ROD & SEALANT 3/4" PT FURRING FC PLANK SIDING 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" BW DA 2017-10-24 A521 PLAN DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0" M-6 DETAIL AT FC OUTSIDE CORNER 1 1/2" = 1'-0" E-13 DETAIL AT MEETING ROOM1 1 1/2" = 1'-0" H-1 DETAIL 1 AT STAIR 1 LEVEL 2 1 1/2" = 1'-0" M-1 DETAIL 2 AT STAIR 1 LEVEL 2 1 1/2" = 1'-0" A-1 DETAIL AT CURVED BRICK 1B 1 1/2" = 1'-0" A-6 DETAIL AT CURVED BRICK 3B 1 1/2" = 1'-0" H-6 DETAIL AT CURVED BRICK 2B 1 1/2" = 1'-0" E-6 DETAIL AT BRICK INSIDE CORNER 2 1 1/2" = 1'-0" A-11 DETAIL AT BRICK CORNER 1B 1 1/2" = 1'-0" L-10 DETAIL AT BAY WINDOW 1 1 1/2" = 1'-0" E-10 DTL. AT BRICK TO FC WALL 1B No. REVISIONS/SUBMISSIONS Date 2 PERMIT SET COORDINATION 2017-10-30 R-21 CELLULOSE INSULATION 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS TWO-LAYER 5/8" TYPE X GWB 2x6 WD STUDS AT 16" O.C. 3-1/2" ACOUSTIC INSULATION 1/2" RESILIENT CHANNEL 1/2" RESILIENT CHANNEL RATED DOOR & FRAME LIQUID FLASHING AT INTERIOR CORNERS, TYP. ALUMINUM INSIDE CORNER TRIM 3/4" PT FURRING FC PANEL SYSTEM 5/8" TYPE X GWB TWO-LAYER 5/8" TYPE X GWB 5 F 3 4 5/8" TYPE X GWB 1/2" PLYWOOD 3 1/2" ACOUSTIC INSULATION 2X6 WD STUDS 16" 0.C. FIRE RATED DOOR & FRAME 2x 5/8" TYPE X GWB 1/2" PLYWOOD 2x 5/8" TYPE X GWB 5/8" TYPE X GWB 1/2" RESILIENT CHANNEL 2x6 WD FRAMING 3 1/2" ACCOUSTIC INSULATION E 534 TWO LAYER 5/8" TYPE X GWB 1/2" RESILIENT CHANNEL AT 24" O.C. 3 1/2" ACOUSTIC INSULATION 2X6 WD STUDS 1/2" PLYWOOD 1/2" PLYWOOD 1/2" RESILIENT CHANNEL AT 24" O.C. TWO LAYER 5/8" MR TYPE X GWB 5/8" MR GWB 2x4 WD STUDS 1/2" RESILIENT CHANNEL AT 24" O.C. RATED SEALANT 5/8" TYPE X GWB 5/8" MR TYPE X GWB 2x6 WD FRAMING 3 1/2" ACOUSTIC INSULATION 10 H E1b 3/4" 1 1/2"3 1/2"2"3 1/2" 1 1/2" 3/4"1"3/4"1 1/2"1'-2 1/2"1'-2 1/2"1 1/2"3/4"1"STL COLUMN SPRAY FP 1 HR INSULATED SHEATHING 3/4" PT FURRING FIBER CEMENT PLANK SIDING PVC BOARD SEALANT 7 3/4"7 3/4" 5 G 4 6 3 1/2" ACOUSTIC INSULATION 3 5/8" METAL STUDS @ 16" 0.C. 1/2" PLYWOOD 2X6 WD STUDS AT 16" O.C. 6x6 STRUCTURAL STEEL COLUMN SPRAY FP 1HR 5/8" TYPE X GWB RATED DOOR AND FRAME 5/8" TYPE X GWB 5/8" TYPE X GWB 5/8" TYPE X GWB 12 P PVC TRIM BELOW SEE ELEVATIONS STL COLUMN SPRAY FP 1HR ALUMINUM STOREFRONT SYSTEM PVC TRIM BACKER ROD & SEALANT ALUMINUM STOREFRONT SYSTEM MTL RAILING ZIP R-6 SHEATHING SYSTEM 3/4" PT FURRING FC CLAPBOARD SIDING LOW EXPANSION FOAM INSULATION 2x6 WOOD FRAMING PVC TRIM 1 1/2" RIGID INSULATION WEATHER BARRIER 5/8" GWB 5/8" GWB 1/2" RESILIENT CHANNEL 2x PT BLOCKING LOW EXPANSION FOAM INSULATION CELLULOSE INSULATION 8" MTL STD FRAMING 2x6 WOOD FRAMING P 13 S.S. BRICK TIE STRUCTURAL STEEL COLUMN SPRAY FP 1HR ALUMINUM STOREFRONT SYSTEM PVC TRIM 2x PT BLOCKING LOW EXPANSION FOAM INSULATION 3/4" PT FURRING MODULAR BRICK VENEER 3 1/2" AIR SPACE BACKER ROD & SEALANT 5/8" GWB 8" MTL STUD FRAMING CELLULOSE INSULATION 1/2" EXT SHEATHING WEATHER BARRIER 1 1/2" RIGID INSULATION 5/8" GWB 8" MTL STUD FRAMING CELLULOSE INSULATION 1211 3 1/2" ACOUSTIC INSULATION 4" MTL STUDS AT 16" O.C. 12" PLYWOOD 5/8" TYPE X GWB 2X5 WD STUDS 2"FIRE RATED DOOR & FRAME 2x6 FRAMING 2x4 FRAMING 5/8" TYPE X GWB 1/2" RESILIENT CHANNEL RATED SEALANT 2x6 FRAMING RATED SEALANT 1/2" RESILIENT CHANNEL 1/2" PLYWOOD RATED SEALANT 1/2" RESILIENT CHANNEL 8" MTL STUD 3 5/8" MTL STUD 5/8" GWB 5/8" TYPE X GWB 3 1/2" ACOUSTIC INSULATION 5/8" MR TPYE X GWB 2x6 WD STUDS AT 16" O.C. 2 LAYERS 5/8" TYPE X GWB 3 1/2" MINERAL WOOL INSULATION 1/2" PLYWOOD 1/2" RESILIENT CHANNEL AT 24" O.C. 1/2" RESILIENT CHANNEL AT 24" O.C. 2x 5/8" TYPE X GWB 2x 5/8" TYPE X GWB 3 1/2" MINERAL WOOL INSULATION 5/8" TYPE X GWB 5/8" TYPE X GWB 2x6 WD STUDS AT 16" O.C. 5x5 WD 2x4 WD STUDS R-21 CELLULOSE INSULATION 1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMS 1x3 PT WD FURRING EASY TRIM OUTSIDE CORNER 1/2" PLYWOOD EASY TRIM J TRIM WINDOW JAMB ZIP TAPE ALUMINUM INSIDE CORNER TRIM 3/4" PT FURRING ZIP R-6 SHEATING SYSTEM FC PANEL SYSTEM K 1x4 POPLAR JAMB TRIM1x4 PVC JAMB TRIM 1x4 PVC RETURN TRIM BACKER ROD & SEALANT BUILDING ENTRY DOOR 5/8" TYPE X GWB 1x6 PT WD FURRING SEALANT SEALANT 1x4 PVC JAMB TRIM 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" Designer Author 2017-10-24 A523 PLAN DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0" A-1 DETAIL AT STAIR 2 INSIDE CORNER 1 1/2" = 1'-0" H-1 DETAIL AT STAIR-UNIT WALLS 1 1 1/2" = 1'-0" M-1 DETAIL AT STAIR-UNIT WALLS 2 1 1/2" = 1'-0" A-12 DETAIL AT PATIO WALL 1 1/2" = 1'-0" E-6 DETAIL AT COMMERCIAL DOOR 1 1/2" = 1'-0" H-6 DETAIL AT L7 1 1/2" = 1'-0" A-6 DETAIL AT L8 1 1/2" = 1'-0" M-6 DETAIL AT CORRIDOR DOOR 1 1/2" = 1'-0" E-12 DETAIL AT 2-HR DEMISING WALLS 1 1 1/2" = 1'-0" E-1 DETAIL AT BAY WINDOW 2 1 1/2" = 1'-0" H-12 DETAIL AT ENTRY DOOR JAMB 1 No. REVISIONS/SUBMISSIONS Date 9 8" CMU WALL 1 1/2" MTL FURRING 2-LAYERS 5/8" TYE X GWB FIRE-RATED SEALANT RAMP HANDRAIL BELOW PT 2x6 BLOCKING 2x6 WD FRAMING 5/8" TYE X GWB 2-LAYERS 5/8" TYE X GWB 4"3 5/8" 1 1/2"5/8" OFFSET WD FRAMING 1"4 1/2" 12 V RATED SEALANT PT WOOD BLOCKING 8" CMU FIRE-RATED DOOR & FRAME BACKER ROD & SEALANT MODULAR BRICK VENEER BRICK TIE AIR SPACE 1 1/2" STL COLUMN, SPRAY FP 1 HR 1 1/2" RIGID INSULATION WEATHER BARRIER 5/8" EXT SHEATHING 8" MTL STUD FRAMING CELLULOSE INSULATION CELLULOSE INSULATION ZIP R-6 SHEATHING SYSTEM ALUMINUM J TRIM FIBER CEMENT RAINSCREEN 1x4 PT WD FURRING BACKER ROD & SEALANT WELDED HOLLOW METAL FIRE RATED DOOR & FRAME MTL STUD FRAMING 5/8" TYPE XGWB LIQUID FLASHING, TYP. 1-1/2" Z-FURRING AT 16" O.C.8"THERMALLY BROKEN THRESHOLD BELOW EQ EQ 8"5/8"1'-1 7/8"3'-4"5 1/8" 2 1/2" 1 H HOLLOW METAL DOOR EXTERIOR WALL TYPE E7 DEMISING WALL TYPE D6 EXTERIOR WALL TYPE E7 EXTERIOR WALL TYPE E1 3/4"5 1/2"1/2"6x6 POST FOR HOLD-DOWN, SEE STRUCTURAL 1/2" SHEATHING 5/8" TYPE X GWB, CONTINUOUS AT 1-HOUR SHEAR WALL 3/4"INTERIOR DOOR 3 1/2"NOTE: THIS DETAIL APPLIES TO THE (3) LOCATIONS WHERE AN INTERIOR SHEAR WALLS IS LOCATED WITHIN A DWELLING UNIT. ALL OTHER SHEAR WALLS ARE STAIR OR DEMISING WALLS. 5/8" TYPE X GWB CONTINUOUS UP TO UNDERSIDE OF SUBFLOOR 5/8" GWB ACOUSTIC INSULATION 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 1 1/2" = 1'-0" BW DA 2017-10-24 A524 PLAN DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0" A-12 DETAIL AT CONTROL ROOM WALL 1 1/2" = 1'-0" A-8 DETAIL AT STAIR 3 EXIT DOOR 1 1/2" = 1'-0" A-4 DETAIL AT HOLLOW METAL DOOR No. REVISIONS/SUBMISSIONS Date 1 1/2" = 1'-0" N-12 DETAIL AT SHEAR WALL INTERIOR 3/4" SUBFLOOR ROOF VAPOR BARRIER 3-1/2" ACOUSTIC INSULATION 2x8 ROOF FRAMING 5/8" FIRECODE C GWB SEE PLUMBING FOR DRAIN PIPING CLOSED CELL FOAM INSULATION ROOF DRAIN & STRAINER, SEE PLUMBING GALV. STEEL PIPE COLLAR & FIRE-RATED SEALANT PIPE INSULATION DROP CEILING, SEE RCPs. POLYISO INSULATION WATER BLOCK SEALANT PIPE PENETRATION, SEE MEP DRAWINGS STAINLESS STEEL CLAMPING RING PRE-MOLDED PIPE BOOT. MEMBRANE ATTACHMENT PER SYSTEM SPECIFICATIONS SEALANT AS REQUIRED8" MIN.FIRESTOP SEALANT SEAL VAPOR BARRIER AT ALL ROOF PENETRATIONS, TYP. PIPE PORTAL CAP WEATHER TIGHT PRESSURE SEAL INSULATED GALV. CURBPIPE PORTAL SYSTEM ROOF MEMBRANE 1/2" COVER BOARD ROOF INSULATION ROOF SHEATHING BLOCKING AS REQ'D FIRE RATED SEALANT SEAL VAPOR BARRIER 1 1/2" MIN. CONTINUOUS WELD AROUND EDGE OF WALKPAD OR AS READ BY MANUFACTURER SEALANT AS REQUIRED MEMBRANE WALKPAD 30" MIN. 1/2" COVER BOARD CONTINUOUS ROOF INSULATION VAPOR BARRIER 3/4" PLYWOOD DECK 2.0% TPO STRIPPING, HOT AIR WELDED 2x4 PT WD BLOCKING, TAPERED TAPERED POLYISO INSULATION VAPOR BARRIER CONCRETE DECK 1/2" COVER BOARD TPO MEMBANE 8" CMU WALL LAP TPO OVER FASCIA CONTINUOUS HOOK STRAP METAL FASCIA 5/4x8 PVC FASCIA TRIM 2x4 PT WD FRAMING 2x8 PT WD BLOCKING 1x4 PVC TRIM SEALANT AT RABBET IN TRIM WEATHER BARRIER 3" XPS INSULATION 1x4 PT WD FURRING AT 16" O.C. FIBER CEMENT PLANK SIDING 3" HORIZONTAL GALV. METAL Z-FURRING AT 24" O.C. STEEL CONNECTION PLATE, SEE STRUCTURAL7 1/2"DEMISING WALL TYPE D1 5/8" FIRECODE C GWB ROOFTOP ERV, SEE MECHANICAL TPO MEMBRANE, TURN UP & OVER CURB SELF-ADHESIVE SECUREMENT STRIP TPO CLAD METAL DRIP FACIA OVER CONTINUOUS METAL HOOK STRAP 10 3/4"7 1/4"1 1/2"9 1/4"1/2" RESILIENT CHANNEL 5/8" TYPE X GWB 2x12 FRAMING, SEE STRUCTURAL8" MIN.TPO STRIPPING, HOT AIR WELDED FILL VOIDS WITH CELLULOSE INSULATION, TYPICAL 2 TPO STRIPPING, HOT AIR WELDED TAPERED POLYISO INSULATION VAPOR BARRIER CONCRETE DECK 1/2" COVER BOARD TPO MEMBANE LAP TPO OVER FASCIA CONTINUOUS HOOK STRAP METAL FASCIA 5/4x8 PVC FASCIA TRIM (2)2x6 PT WD BLOCKING SEALANT AT RABBET IN TRIM WEATHER BARRIER 3" XPS INSULATION 1x4 PT WD FURRING AT 16" O.C. FIBER CEMENT PLANK SIDING 3" HORIZONTAL GALV. METAL Z- FURRING AT 24" O.C. FIRESTOP SEALANT ROOF / CEILING TYPE R6 WEATHERPROOFING AT INTERIOR OF ELEVATOR SHAFT???? FIBER CEMENT STARTER TAPERED ROOF INSULATION 1/2" COVER BOARD TPO MEMBRANE SELF-ADHERED SECUREMENT STRIP TURN UP TPO 9" MIN. AT WALL 1" TERMINATION BAR, FASTEN TO BLOCKING STEEL CONNECTION PLATE, SEE STRUCTURAL 5/4x3 PVC SILL BLOCKING ALUMINUM SILL PAN WITH 1" VERTICAL LEGS AT JAMBS AND SILL BLOCKING ELEVATOR VENT LOUVER & MOTORIZED DAMPER, SEE MECHANICAL. 5/4x2 PVC HEAD TRIM SEALANT(2)2x6 TAPERED PT WD BLOCKING METAL HEAD FLASHING OPEN JOINT, DO NO CHAULK INSECT SCREEN ABF FLASHING 2x12 PT WD BLOCKING W/ 1-1/2" XPS INSULATION 5/4x3 PVC SILL, ANGLED 9 5.00° SEALANT 2x4 PT WD BLOCKING, CUT TO WIDTH 3/4" PT WD FURRING FIBER CEMENT PLANK SIDING 3" XPS INSULATION WEATHER BARRIER1'-4"168'-3 3/4"BOTTOM OF LOUVER MIN. 3'-0" FROM ROOF SURFACE3'-0"1'-4 1/2"1x8 PVC WATER TABLE THRU-WALL FLASHING OVER Z-FURRING INSECT SCREEN IN BETWEEN VERTICAL FURRING METAL CAP FLASHING 8" CMU7 1/2"171'-7 3/4" ROOF LEVEL 164.23' ROOF SHEATHING TAPERED POLYISO INSULATION ROOF MEMBRANE SHIM AS REQUIRED 4x4 PT WD SLEEPERS EQUIPMENT SUPPORT, SEE MECHANICAL DWGS. HVAC EQUIPMENT, SEE MECHANICAL DWGS. 2-LAYER MEMBRANE AT PARAPET CORNERS GALV. MASONRY CLIPS AT JOINTS 4"SINGLE SLOPE CAST STONE WALL CAP MEMBRANE ROOF W/ 1/2" COVERBOARD MODULAR BRICK VENEER TAPERED INSULATION R40 MIN PT WOOD FRAMING PARAPET PT 2x PLATE 2" LEVEL 2 ALUMINUM FLASHING CRIMP OVER TOP AND SIDES OF SCUPPER TPO-CLAD SCUPPER SELF ADHERED FLASHING MEMBRANE OVERLAP WEATHER BARRIER TPO STRIPPING, HOT AIR WELDED 6"VAPOR BARRIER COMPOSITE CONCRETE DECK 7 1/2"BASEMENT 114.31' BELOW-GRADE WATERPROOFING 10" CONCRETE WALL DRAINAGE PROTECTION BOARD MORTAR CANT CRUSHED STONE 112'-3 3/4" 2" XPS INSULATION 4" CONCRETE SLAB 10 MIL POLY VAPOR BARRIER 2" XPS INSULATION CRUSHED STONE COMPACTED EARTH 1/2" COMPRESSIBLE FILLER 30" 10"10"10"12" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A530 ROOF DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0" A-12 ROOF DRAIN DETAIL 3" = 1'-0" A-5 ROOF PIPE PENETRATION DETAIL 1 1/2" = 1'-0" A-1 ROOF PIPE PORTAL DETAIL 3" = 1'-0" A-9 TPO WALKWAY PAD 1 1/2" = 1'-0" E-5 DETAIL AT PENTHOUSE FASCIA 1 1 1/2" = 1'-0" E-11 DETAIL AT HVAC ERV EQUIPMENT CURB 1 1/2" = 1'-0" E-1 DETAIL AT PENTHOUSE 1 3/4" = 1'-0" 1 DETAIL AT ROOF EQUIP. No. REVISIONS/SUBMISSIONS Date 2 PERMIT SET COORDINATION 2017-10-30 1 1/2" = 1'-0" L-11 SCUPPER DETAIL 1 1/2" = 1'-0"REF: A-1 / A503 J-5 DETAIL AT FOOTING 1 5/8" TYPE X GWB 1/2" RESILIENT CHANNEL BACKER ROD & SEALANT HEAD CHECK RAIL SILL SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. SEALANT CAST STONE SILL 1-1/2" INSULATED SEATHING 2x6 WD STUDS, SEE STRUCTURAL 5/8" TYPE X GWB FILL CAVITY WITH R-21 CELLULOSE INSULATION SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. ADHESIVE BACKED FLASHING (ABF) SILL PAN WITH 6" VERTICAL LEGS AT JAMBS. SHIM AS REQUIRED BLOCKING, CUT TO SIZE 1-1/4"x1-1/4"x1/8" METAL ANGLE WIDE GWB CORNER BEAD 5/8" FIRECODE C GWB SHIM AS REQUIRED. DO NOT SIT WINDOW FRAME ON SILL PAN. WINDOW SCREEN FRAME MASONRY VENEER AIR SPACE, DEPTH VARIES MASONRY CLIPS L5x3.5x5/16 GALV. ANGLE (LOOSE LINTEL) THRU-WALL ADHESIVE- BACKED FLASHING CAST STONE HEADER LOW EXPANSION SPRAY FOAM INSULATION SOLID SURFACE STOOL CAP WITH 1" EASED DROP EDGE AND 1-1/2" DOG EARS AT JAMBS. BRICK BEYOND 1/8" FOAM TAPE BACKER 4 1/4"3 1/2"3"5 1/4" SEAL STOOL CAP TO WINDOW FRAME 1" 1 1/8" ZIPTAPE OVER NAILING FLANGE 1/2"3/4" TRIPLE 2x6 TOP PLATE 3/4"7/8" 1 5/8" SEALANT BEHING NAILING FLANGE AT JAMBS & HEAD 1/2" ZIPTAPE OVER PLYWOOD BLOCKING THRU-WALL ADHESIVE- BACKED FLASHING SEALED TO ZIPWALL SHEATHING WEEP HOLES AT ENDS OF HEADER MORTAR NET DRAINAGE MATERIAL 1/2"x4" PLYWOOD BLOCKING AT JAMBS & HEAD FOR WINDOWS AT WALLS WITH BRICK VENEER 3 5/8"1/2"1 1/4" JOINT WIDTH5 1/2"3/4"7/8" 7/16" INSECT SCREEN (TO ENSURE THAT THE SEALANT DOES NOT BLOCK DRAINAGE PLAN FROM SILL PAN) 11 2" SEALANT5/16"INSULATE CAVITY JOINT SEALANT ZIP LIQUID FLASHING: DETAIL EDGES OF PAN & VERTICAL LEG BOND BREAKER TAPE OVER FOAM 1/2"BACKER ROD & SEALANT INSULATE CAVITY 1 3/8" 5/8" TYPE X GWB 1/2"x4" PLYWOOD BLOCKING R-21 CELLULOSE INSULATION MASONRY VENEER BACKER ROD & SEALANT LOW EXPANSION SPRAY FOAM INSULATION 2x6 JACK STUDS JAMB SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. WIDE GWB CORNER BEAD INTEGRAL WEATHER BARRIER AT INSULATED ZIPWALL SHEATHING SEALANT 5/8" TYPE X GWB RETURN SHIM AS REQUIRED INSTALLATION CLIPS, COORDIANTE WITH MANUFACTUER REQUIREMENTS EDGE OF CAST STONE SILL BELOW4 1/8"ZIPTAPE OVER FLANGE SEALANT BEHIND NAILING FLANGE 1 1/4"3/4"2"EDGE OF BRICK BELOW ZIPTAPE OVER PLYWOOD BLOCKING 11 1/4" 5/8" TYPE X GWB 1-1/2" INSULATED ZIPWALL SHEATHING R-21 CELLULOSE INSULATION BACKER ROD & SEALANT LOW EXPANSION SPRAY FOAM INSULATION 2x6 JACK STUDS JAMB SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. WIDE GWB CORNER BEAD INTEGRAL WEATHER BARRIER SEALANT 5/8" TYPE X GWB RETURN 1x4 PT WD FURRING5/16" FIBER CEMENT PANEL SEALANT BETWEEN NAILING FLANGE & SHEATHING AT JAMBS & HEAD, TYP SHIM AS REQUIRED 3.75" WIDE ZIPTAPE LAPPED OVER WINDOW NAILING FLANGE 1x4 PRESSURE TREATED WOOD VERTICAL STRAPPING. SEE ELEVATIONS FOR LOCATIONS OF ALUMINUM TRIM & SPECS FOR FASTENER SPACING. ALUMINUM J-TRIM SEPARATION BETWEEN PT FURRING & ALUMINUM FLASHING, SEE SPECS. CENTERLINE OF FASTENER, 8" MAX. FROM PANEL EDGE 8" 11 5/8" TYPE X GWB 1-1/2" INSULATED ZIPWALL SHEATHING R-21 CELLULOSE INSULATION FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL BACKER ROD & SEALANT LOW EXPANSION SPRAY FOAM INSULATION 2x6 JACK STUDS JAMB SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. WIDE GWB CORNER BEAD INTEGRAL WEATHER BARRIER SEALANT 5/8" TYPE X GWB RETURN SEALANT 1x6 PT WD BLOCKING 1x4 PVC WINDOW TRIM 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. ALIGN WITH 2x6 STUDS SEALANT BETWEEN NAILING FLANGE & SHEATHING AT JAMBS & HEAD, TYP SHIM AS REQUIRED 3.75" WIDE ZIPTAPE LAPPED OVER WINDOW NAILING FLANGE PROVIDE INSTALLATION CLIPS PER MANUFACTUER REQUIREMENTS SIDING FASTENERS, SEE SPECS 11 1/2" RESILIENT CHANNEL FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL FIBERGLASS WINDOW BACKER ROD & SEALANT LOW EXPANSION SPRAY FOAM INSULATION 3-3/4" SELF-ADHESIVE ZIPTAPE OVER NAILING FLANGE HEAD CHECK RAIL SILL SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. SEALANT 5/4x5 PVC WINDOW TRIM, CUT TO SIZE SEALANT 1x4 PT WD VERTICAL STRAPPING AT 16" O.C. FIBER CEMENT (FC) PLANK SIDING, 6" REVEAL 1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER& TAPED SEAMS 2x6 WD STUDS AT 16" O.C., SEE STRUCTURAL 5/8" TYPE X GWB FILL CAVITY WITH R-21 CELLULOSE INSULATION SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL. SEALANT SHIM AS REQUIRED SHIM AS REQUIRED. DO NOT SIT WINDOW FRAME ON SILL PAN METAL DRIP FLASHING WIDE GWB CORNER BEAD SOLID SURFACE STOOL CAP WITH 1" EASED DROP EDGE AND 1-1/2" DOG EARS AT JAMBS.BACKER ROD & SEALANT WINDOW NAILING FLANGE. DO NOT TAPE. PROVIDE 7/8" WIDE SELF-ADHESIVE VELCRO TAPE (LOOP SIDE) TO SILL PAN BEHIND FLANGE. LAP SILL ABF PAN FLASHING OVER WEATHER BARRIER 1x6 PRESSURE TREATED WOOD BLOCKING OPEN JOINT 5/8" FIRECODE C GWB SEALANT BETWEEN NAILINGFLANGE & SHEATHING AT JAMBS & HEAD, TYP. R-21 OPEN CELL SPRAY FOAM INSULATION AT RIMBOARD PERIMETER, TYPICAL. TRIPLE 2x6 TOP PLATE PVC HISTORIC SILL RABBET BOTTOM OF TRIM FIBER CEMENT STARTER STRIP AS REQUIRED 3/4" INSECT SCREEN 1x6 PVC HEAD TRIM 1/2"1/2" 1" FLASHING ZIPTAPE OVER METAL DRIP 2-PLY HEADER 20"1/2"3/4" ADHESIVE BACKED FLASHING (ABF) SILL PAN WITH 6" VERTICAL LEGS AT JAMBS. BLOCKING, CUT TO SIZE SEAL STOOL CAP TO WINDOW FRAME 1/4"TOP OF 1x4 VERTICAL FURRING 3/8"x3-1/2" PRESSURE TREATED PLYWOOD VERTICALSTRAPPING AT 16" O.C. 3/4" 11 2x6 SILL PLATE ZIP LIQUID FLASHING: DETAIL EDGES OF PAN & VERTICAL LEG INSULATE CAVITY 1-1/4"x1-1/4"x1/8" METAL ANGLE BACKER ROD & SEALANT 1 7/8"1/2" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 6" = 1'-0" BW DA 2017-10-24 A550 WINDOW DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 6" = 1'-0" A-1 WINDOW IMPERVIA SECTION - BRICK 6" = 1'-0" L-6 WINDOW IMPERVIA JAMB - BRICK No. REVISIONS/SUBMISSIONS Date 11 ASI-12r - Window Detailing and Rainscreen Material Revisions 2018-04-02 GC SHALL COORDINATE THE SIZE OF THE NAILS FOR THE WINDOW FLANGE INSTALLATION TO ACCOUNT FOR THE ADDITIONAL 1" OF INSULATION. 6" = 1'-0" F-6 WINDOW IMPERVIA JAMB - FC PANEL 6" = 1'-0" A-6 WINDOW IMPERVIA JAMB - SIDING 6" = 1'-0" A-11 WINDOW IMPERVIA SECTION - SIDING DW REF. DW REF.REF.DW DW REF. REF.DWKITCHEN GENERAL NOTES •DIMENSIONS ON THIS PAGE SHALL BE COORDINATED WITH THE DIMENSION PLANS IN THE A100 DRAWINGS. •THE GROUND LEVEL UNIT #1 KITCHEN SHALL COMPLY WITH THE GROUP 1 KITCHEN REQUIREMENTS OF 521 CMR: MAAB. •THE FULLY ACCESSIBLE KITCHENS SHALL COMPLY WITH THE GROUP 2A REQUIREMENTS OF 521 CMR: MAAB. •PROVIDE 2x6 WOOD BLOCKING AS REQUIRED FOR CABINET INSTALLATION. •CABINET TRIMS, SPACER PLATES, OPEN SHELVES AND APRONS SHALL MATCH THE CABINET WOOD SPECIES, COLOR AND FINISH. •ALL EXPOSED ENDS OF CABINETS SHALL BE FULLY FINISHED. •SINK BASE CABINETS SHALL HAVE POLYMER DRIP TRAY AT THE BOTTOM OF THE CABINET. •TRASH BASE CABINET SHALL BE EQUIPPED WITH PULL-OUT WASTE CONTAINERS. PROVIDE (2) 35 QUART CONTAINERS, SILVER. PROVIDE (1) SILVER LID AND (1) GREEN LID. •TRASH BASE CABINETS SHALL ALSO BE INCLUDED AT UNIVERSAL ACCESS KITCHENS AS INDICATED IN DRAWINGS. •SEE SPECIFICATIONS FOR CABINET TYPE, FINISH, AND HARDWARE. •ALL COUNTERTOPS SHALL BE PLASTIC LAMINATE. SEE SPECIFICATIONS. •BEHIND ALL KITCHEN CABINETS AND APPLIANCES INSTALL 4"x4"x24 GA. ALUMINUM ANGLE FOR RODENT PROTECTION. •FINISH FLOORING SHALL EXTEND BELOW ALL CABINETS. •PROVIDE SIDE SPLASHES AT ALL WALLS AND OVEN OR PANTRY CABINETS. •PROVIDE TOE-KICK MOLDINGS AT ALL CABINETS & RETURNS AT END PANELS. •AT WALL CABINETS ABOVE THE RANGE HOOD WHERE THE EXHAUST DUCT PENETRATES THE CABINET PROVIDE INTERIOR CABINET MATERIAL TO BOX- OUT THE DUCT. A601 A-8 A-13 A-5 A601 K-12 STAINLESS STEEL WALLSPLASH PLAM COUNTERTOP WITH INTEGRAL 4" BACKSPLASH TRASHRANGE REF. GWB SOFFIT COVER FOR RANGE HOOD DUCT W3630 W3018 W3930 W3615 DB21-3B18WBDB36 3'-0 3/4"1'-9"1'-6"2'-6"3'-0"1/2" DISHWASHERRANGE STAINLESS STEEL WALLSPLASH GWB SOFFIT COVER FOR RANGE HOOD DUCT 36"18"30"W3624W1830 W1830 W3630 W3615 36 3/4"15"15"24"36"18"30"30"3/4" SB36DTB18WBDB30 DB15-3 B15 W3018 W3030 A601 D-6 A601G-13 G-9 G-6 A601 K-1 K-6 36 1/4" 3" END PANEL 36" REF. W3615 W1530 CW2430 BSQC36SS 69"W3030 W3018 W4230 W3624 W1830 B18WBDSB36DTB18DB18-3 BSQC36SS CREATE POCKET IN WALL TO RECESS THE REF. 6" 36"18"30"18"24"36"18" 3/4" SPACER RANGE DISHWASHER GWB SOFFIT COVER FOR RANGE HOOD DUCT UC2424x84 W3615 W3630 W3624 W3930 W3018 W1230 CW2430 BSQC36SS B15SB36DTB18WBDDB18-3 36"30"15"24"36"18"18"36"24" 2"36"18"30"84"PANTRY CABINET W3030 B18 BSQC36SS CW2430 A601 N-8 N-5 K-9 W1830 W3615 W3630 W3018 W3630 W2130 BLB45/48B18B18DB18-3B18 2'-0"2'-0"1'-6 1/8"2'-6"1'-6"3'-0"1'-6"1'-6 1/2" GWB SOFFIT COVER FOR RANGE HOOD DUCT SB36DT 1-1/2" END PANEL DISHWASHER WD WALL CAP RETURN BAND MOLDING INTO BACKSPLASH RETURN BASE MOLDING INTO END PANEL 2'-0" 3" SPACER 3'-0"2'-0" 1 1/2" SPACER 1-1/2" END PANEL DISHWASHER WD WALL CAP RETURN BAND MOLDING INTO BACKSPLASH RETURN BASE MOLDING INTO END PANEL PAINTERS CHAULK, BOTH SIDES RUBBER WALL BASE AT KICKPLATE, BLACK SINK BASE CABINET PLAM COUNTERTOP WITH PLYWOOD SUBSTRATE KITCHEN SINK, SEE PLUMBING KITCHEN SINK FAUCET, SEE PLUMBING SEALANT 4" BACKSPLASH WD WALL CAP. COORDIANTE HEIGHT WITH COUNTERTOP BACKSPLASH 6 3/4"1"SINGLE 2x4 TOP PLATE WALL BASE, SEE SCHEDULE ALUMINUM ANGLE BEHIND GYPCRETE & GWB EXTEND FINISH FLOORING BELOW ALL CABINETS, TYP.3'-10" +/-3'-0"3'-10 1/4"ROUGH FRAMING HEIGHT FOR HALF-WALL 9 2 3/4"HORIZONTAL ELECTRICAL OUTLET BOX 3/4"1 1/4"1" 5/8" GWB 12 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated BW DA 2017-10-24 A601 KITCHEN PLANS & ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 3/8" = 1'-0" A-1 KITCHEN TYPE 1 3/8" = 1'-0" A-13 K-T1 ELEV 33 3/8" = 1'-0" A-8 K-T1 ELEV 2 3/8" = 1'-0" D-6 K-T2 ELEV 1 3/8" = 1'-0" D-1 KITCHEN TYPE 2 3/8" = 1'-0" D-11 KITCHEN TYPE 3 3/8" = 1'-0" G-1 KITCHEN TYPE 4 3/8" = 1'-0" G-13 K-T3 ELEV 1 3/8" = 1'-0" G-9 K-T3 ELEV 2 3/8" = 1'-0" G-6 K-T3 ELEV 3 3/8" = 1'-0" K-1 K-T4 ELEV 1 3/8" = 1'-0" K-6 K-T4 ELEV 2 3/8" = 1'-0" N-1 KITCHEN TYPE 5 3/8" = 1'-0" N-5 K-T5 ELEV 1 3/8" = 1'-0" N-8 K-T5 ELEV 2 3/8" = 1'-0" K-9 K-T5 ELEV 3 3/8" = 1'-0" A-5 K-T1 ELEV 1 1 1/2" = 1'-0" K-12 DETAIL AT KITCHEN PENINSULA No. REVISIONS/SUBMISSIONS Date 9 ASI-09 - Kitchen Details 2018-03-06 12 PR-07 - Kitchen Peninsula Details 2018-03-26 REF.REF.DW REF. REF.DWDWREF. K-T6 A602 E-1 E-4 E-7 LAZY SUSAN BLIND CORNER CABINET A602H-1 H-4 H-7 A602 L-1 L-4 L-7 G-8 A512 A602F-10 F-13 A602 J-13 J-10 M-13 W3630 W3315 CW2430 BSQC36SS DB24-3 36"24"33 3/4" W3018 W1230 W2430 CW2430 BLB45/48 BSQC36SS CW2430 STAINLESS STEEL WALLSPLASH PLAM COUNTERTOP WITH INTEGRAL 4" BACKSPLASH 3'-0"2'-6"4'-0 3/4" RANGE GWB SOFFIT COVER FOR RANGE HOOD DUCT CW2430 W1230 B15 SB36DT B18WBD 2'-0" 3" SPACER 1'-3"3'-0"1'-6" B18WBD SB36DT B36 1-1/2" END PANEL DISHWASHER WD WALL CAP RETURN BAND MOLDING INTO BACKSPLASH RETURN BASE MOLDING INTO END PANEL 36"41 1/8" +/-18"36"36" 3/4" SPACER DB21-3 B21 B33 W3330W2130 W3018 W2130 W3315 3/4" SPACER 21"30"21"33"34 1/8" GWB SOFFIT COVER FOR RANGE HOOD DUCT DB18-3 B18WBD SB36DT B21 W1830 W3330 W3018 W3330 B15B33 W3615 UC2424x84 DB18-3 7/16" 33"30"18"15"36"24" 1 3/8" B27 SB36DT B18WBD BSQC36SS W1230 CW2430 W3018 W1830W3624W1830W3330 27"24"36"18"30"36" DISHWASHER SINK BASE TRASH RANGE LAZY SUSAN GWB SOFFIT COVER FOR RANGE HOOD DUCT DB24-3 W3630 CW2430 BSQC36SS W3315 36"24"33 3/4" HCB18 HACAR36 W1236 CW2436 W3024 W1836 TO CABINET SHELF3'-2 3/4"OVEN CABINET6'-9"6'-10 1/2"HARDWOOD MOLDING AT TOP OF OVEN CABINET TO COVER GAP AT SOFFIT 3'-0"2'-6"1'-6"2'-3"3/4"BREAD BOARD GWB SOFFIT COVER FOR RANGE HOOD DUCT 1 1/2"HACAR36 HCB18FH HCDB18 W2736W3036W3630W3036 CW2436 18"36" 3 1/16" END PANEL 24"18"36"27"36" HACAR36 CW2436 TRASH SINKLAZY SUSAN DISHWASHER LAZY SUSAN W2436 CW2436 HACAR36 HCB12 W3615 3'-0"1'-0"3'-0 3/4" ACCESSIBLE REF. SEE SPECS.1'-0 1/2"2'-10"KITCHEN GENERAL NOTES •DIMENSIONS ON THIS PAGE SHALL BE COORDINATED WITH THE DIMENSION PLANS IN THE A100 DRAWINGS. •THE GROUND LEVEL UNIT #1 KITCHEN SHALL COMPLY WITH THE GROUP 1 KITCHEN REQUIREMENTS OF 521 CMR: MAAB. •THE FULLY ACCESSIBLE KITCHENS SHALL COMPLY WITH THE GROUP 2A REQUIREMENTS OF 521 CMR: MAAB. •PROVIDE 2x6 WOOD BLOCKING AS REQUIRED FOR CABINET INSTALLATION. •CABINET TRIMS, SPACER PLATES, OPEN SHELVES AND APRONS SHALL MATCH THE CABINET WOOD SPECIES, COLOR AND FINISH. •ALL EXPOSED ENDS OF CABINETS SHALL BE FULLY FINISHED. •SINK BASE CABINETS SHALL HAVE POLYMER DRIP TRAY AT THE BOTTOM OF THE CABINET. •TRASH BASE CABINET SHALL BE EQUIPPED WITH PULL-OUT WASTE CONTAINERS. PROVIDE (2) 35 QUART CONTAINERS, SILVER. PROVIDE (1) SILVER LID AND (1) GREEN LID. •TRASH BASE CABINETS SHALL ALSO BE INCLUDED AT UNIVERSAL ACCESS KITCHENS AS INDICATED IN DRAWINGS. •SEE SPECIFICATIONS FOR CABINET TYPE, FINISH, AND HARDWARE. •ALL COUNTERTOPS SHALL BE PLASTIC LAMINATE. SEE SPECIFICATIONS. •BEHIND ALL KITCHEN CABINETS AND APPLIANCES INSTALL 4"x4"x24 GA. ALUMINUM ANGLE FOR RODENT PROTECTION. •FINISH FLOORING SHALL EXTEND BELOW ALL CABINETS. •PROVIDE SIDE SPLASHES AT ALL WALLS AND OVEN OR PANTRY CABINETS. •PROVIDE TOE-KICK MOLDINGS AT ALL CABINETS & RETURNS AT END PANELS. •AT WALL CABINETS ABOVE THE RANGE HOOD WHERE THE EXHAUST DUCT PENETRATES THE CABINET PROVIDE INTERIOR CABINET MATERIAL TO BOX- OUT THE DUCT. 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A602 KITCHEN PLANS & ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 3/8" = 1'-0" A-1 KITCHEN TYPE 6 3/8" = 1'-0" A-4 KITCHEN TYPE 7 3/8" = 1'-0" A-7 KITCHEN TYPE 8 3/8" = 1'-0" A-10 KITCHEN TYPE 9 3/8" = 1'-0" A-13 KITCHEN TYPE 10 3/8" = 1'-0" E-1 K-T6 ELEV 1 3/8" = 1'-0" E-4 K-T6 ELEV 2 3/8" = 1'-0" E-7 K-T6 ELEV 3 3/8" = 1'-0" H-1 K-T7 ELEV 1 3/8" = 1'-0" H-4 K-T7 ELEV 2 3/8" = 1'-0" H-7 K-T7 ELEV 3 3/8" = 1'-0" L-1 K-T8 ELEV 1 3/8" = 1'-0" L-4 K-T8 ELEV 2 3/8" = 1'-0" L-7 K-T8 ELEV 3 3/8" = 1'-0" F-10 K-T9 ELEV 1 3/8" = 1'-0" F-13 K-T9 ELEV 2 3/8" = 1'-0" J-13 K-T10 ELEV 1 3/8" = 1'-0" J-10 K-T10 ELEV 2 3/8" = 1'-0" M-13 K-T10 ELEV 3 No. REVISIONS/SUBMISSIONS Date DW REF. DW REF. REF.REF.A603 A-11 A-5 A-8 A603 D-5 D-8 D-11 HCB12 HARDWOOD SINK APRON WD WALL CAP RETURN BAND MOLDING INTO BACKSPLASH RETURN BASE MOLDING INTO END PANEL 3/4" SPACER 12"1 1/2"34 1/2" 1 1/2" 24" 1 1/2"34"39 1/8"HCB15 HCDB21 W1536 W1536 W3024 W2130 HCOV27x81 W3024 48"12 1/2"34"HARDWOOD MOLDING AT TOP OF OVEN CABINET TO COVER GAP AT SOFFIT HCB18FH W3615 HCDB18HCB15 W3636 TO OVEN FLOOR2'-6"6'-9"6'-10 1/2"21"36"18"18"15"30"15"3/4"27"1 3/8" BREAD BOARD 27"HARDWOOD APRON TO MATCH CABINETS RANGE CONTROLS S.S. WALLSPLASH TRASH GWB SOFFIT COVER FOR RANGE HOOD DUCT W2130 CW2436 HCBLB42/45HCB18FH HARDWOOD APRON TO MATCH CABINETS 45"24" 1 1/2" END PANEL 33"18" TRASH DISHWASHER BLIND CORNER HCB12 HCOV27x81 HCDB15 HACAR36 CW2436 W2736W1536 CW2436 24" 3" SPACER 12"27"15"36" BREADBOARD CW2436 W1236 W3024 W1236 W3615 HCB12HACAR36 HARDWOOD APRON TO MATCH CABINETS RANGE CONTROLS S.S. WALLSPLASH 36"30"12"36 13/16" RANGE HOOD GWB SOFFIT COVER FOR RANGE HOOD DUCT A603G-4 G-7 HCOV27x81 W1836 W3330 W1836 CW2436 HCB15 HCDB18 HCBLB42/45 13/16" 27"18"33"15" 3" SPACER 24" BREADBOARD 30"34"12 1/2"36"82 1/2"HARDWOOD MOLDING AT TOP OF OVEN CABINET TO COVER GAP AT SOFFIT W3315 W3336CW2436 HCBLB42/45WHCB12FH 24"21"12"33 1/4" A603G-11 BARN DOOR (NOT IN SCHEDULE) A603 K-9 COPY K-T14 PANTRY CABINET 7 3/4"39"18"33"21"18"30"18"3/4"W3636 W3312 W3636 W1536 B18WBDSB30DTB18DB21-3 33"21"18"30"18" 3/4" SPACER36"18"36"GWB SOFFIT ACT DROP CEILING LAMINATE WALL CABINETS LAMINATE COUNTERTOP W/ 4" BACK & SIDE SPLASHES LAMINATE BASE CABINETS 18" 1 1/8"90"PANTRY CABINET 7 KITCHEN GENERAL NOTES •DIMENSIONS ON THIS PAGE SHALL BE COORDINATED WITH THE DIMENSION PLANS IN THE A100 DRAWINGS. •THE GROUND LEVEL UNIT #1 KITCHEN SHALL COMPLY WITH THE GROUP 1 KITCHEN REQUIREMENTS OF 521 CMR: MAAB. •THE FULLY ACCESSIBLE KITCHENS SHALL COMPLY WITH THE GROUP 2A REQUIREMENTS OF 521 CMR: MAAB. •PROVIDE 2x6 WOOD BLOCKING AS REQUIRED FOR CABINET INSTALLATION. •CABINET TRIMS, SPACER PLATES, OPEN SHELVES AND APRONS SHALL MATCH THE CABINET WOOD SPECIES, COLOR AND FINISH. •ALL EXPOSED ENDS OF CABINETS SHALL BE FULLY FINISHED. •SINK BASE CABINETS SHALL HAVE POLYMER DRIP TRAY AT THE BOTTOM OF THE CABINET. •TRASH BASE CABINET SHALL BE EQUIPPED WITH PULL-OUT WASTE CONTAINERS. PROVIDE (2) 35 QUART CONTAINERS, SILVER. PROVIDE (1) SILVER LID AND (1) GREEN LID. •TRASH BASE CABINETS SHALL ALSO BE INCLUDED AT UNIVERSAL ACCESS KITCHENS AS INDICATED IN DRAWINGS. •SEE SPECIFICATIONS FOR CABINET TYPE, FINISH, AND HARDWARE. •ALL COUNTERTOPS SHALL BE PLASTIC LAMINATE. SEE SPECIFICATIONS. •BEHIND ALL KITCHEN CABINETS AND APPLIANCES INSTALL 4"x4"x24 GA. ALUMINUM ANGLE FOR RODENT PROTECTION. •FINISH FLOORING SHALL EXTEND BELOW ALL CABINETS. •PROVIDE SIDE SPLASHES AT ALL WALLS AND OVEN OR PANTRY CABINETS. •PROVIDE TOE-KICK MOLDINGS AT ALL CABINETS & RETURNS AT END PANELS. •AT WALL CABINETS ABOVE THE RANGE HOOD WHERE THE EXHAUST DUCT PENETRATES THE CABINET PROVIDE INTERIOR CABINET MATERIAL TO BOX- OUT THE DUCT. 4" BACKSPLASH PLASTIC LAMINATE COUNTERTOP TYPICAL BASE DRAWER FACE TOE-KICK MOLDING NOSING STYLE TBD DRAWER FACE 1/2" PLYWOOD SUBSTRATE SEALANT 3/4" HARDWOOD BREADBOARD 3/4"x3" HARDWOOD FRAMEOF BREADBOARD HEAVY DUTY, FULL EXTENSION BALL BEARING DRAWER SLIDES BREADBOARD EXTENSION, 18" MINIMUM.FINISH FLOOR TO CABINET SHELF4'-0"ACT DROP CEILING B39 36"LAMINATE BASE CABINETS ADJUSTABLE LAMINATE SHELVES WITH METAL STANDARDS & BRACKETS LAMINATE COUNTERTOP 54"15"15"SPACE FOR SERVER BY OWNER 3 WALL CABINET BELOW DEMISING WALL TYPE D1 5/8" GWB5 3/4"7 3/4"1'-0"1 1/2"10 1/2"EXHAUST DUCT, SEE MECH. 1-5/8" METAL FRAMING 1'-2" 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A603 KITCHEN PLANS & ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 3/8" = 1'-0" A-1 KITCHEN TYPE 11 3/8" = 1'-0" D-1 KITCHEN TYPE 12 3/8" = 1'-0" A-5 K-T11 ELEV 1 3/8" = 1'-0" A-8 K-T11 ELEV 2 3/8" = 1'-0" A-11 K-T11 ELEV 3 3/8" = 1'-0" D-5 K-T12 ELEV 1 3/8" = 1'-0" D-8 K-T12 ELEV 2 3/8" = 1'-0" D-11 K-T12 ELEV 3 3/8" = 1'-0" G-1 KITCHEN TYPE 13 3/8" = 1'-0" G-4 K-T13 ELEV 1 3/8" = 1'-0" G-7 K-T13 ELEV 2 3/8" = 1'-0" K-6 KITCHEN TYPE 14 / COPY ROOM 3/8" = 1'-0" G-11 K-T14 ELEV 1 1 1/2" = 1'-0" K-12 DETAIL AT BREADBOARD No.REVISIONS/SUBMISSIONS Date 3 PR-03_PLUMBING AND WALL REVISIONS 2017-12-15 7 PR-04 - Office Layout Revisions 2018-04-04 3/8" = 1'-0" K-9 COPY ROOM ELEVATION 1 1/2" = 1'-0" N-9 KITCHEN EXHAUST PLAN DETAIL BATHROOM GENERAL NOTES •ALL BATHROOMS IN UNITS WITH A SHOWER/TUB, THAT ARE NOT FULLYACCESSIBLE, SHALL COMPLY WITH THE GROUP 1 BATHROOM REQUIREMENTS OF 521 CMR: MAAB. •THE FULLY ACCESSIBLE BATHROOMS SHALL COMPLY WITH THE GROUP 2A REQUIREMENTS OF 521 CMR: MAAB. •PROVIDE 2x6 WOOD BLOCKING AT THE CENTERLINE OF ALL TOILET ACCESSORIES, UNLESS THE TOILET ACCESSORY IS MOUNTED ON A WALL WITH 1/2" PLYWOOD. •ALL WATER CLOSETS (TOILETS) SHALL HAVE 2x6 BLOCKING @ 36" A.F.F. AT THE BACK WALL OF THE FIXTURE FROM THE CORNER TO A DISTANCE OF 6" BEYOND THE EDGE OF THE FIXTURE, AND ON THE SIDE WALL FROM THE CORNER TO A DISTANCE OF 6" BEYOND THE FRONT EDGE OF THE FIXTURE. BLOCKING AT THE SIDE WALL IS NOT REQUIRED IF IT IS INTERRUPTED BY A DOOR OR FIXTURE.•GYPSUM BOARD SHALL BE CONTINUOUS BEHIND AND SHOWERS AND SHOWER- TUBS TO THE FLOOR AT FIRE-RATED DEMISING WALLS. •"M.R." STANDS FOR "MOLD AND MOISTURE RESISTANT PAPERLESS" GYPSUM WALL BOARD. •AFTER SHOWER-TUBS ARE INSTALLED PROVIDE 1/8" SKIMCOAT PLASTER (AT DEMISING WALLS) OVER GYPSUM BOARD TO BE FLUSH WITH THE FACE OF THE NAILING FLANGE OF THE SHOWER-TUB. THIS WILL PROVIDE AN EVEN SURFACE FOR THE SOLID SURFACE FINISH. •ALL SHOWER/TUB UNITS SHALL HAVE 1/2" PLYWOOD REINFORCEMENT ON ALL THREE SIDES. SEE DETAILS •ALL ACCESSIBLE ROLL-IN SHOWERS SHALL HAVE 1/2" PLYWOOD REINFORCEMENT ON ALL THREE SIDES UP TO A HEIGHT OF 60" ABOVE THE SHOWER FLOOR.•PROVIDE SIDESPLASHES AT ALL WALLS ADJACENT TO SOLID SURFACE VANITY COUNTERTOP. •RECESSED MEDICINE CABINETS AND PAPER TOWEL DISPENSERS IN DEMISING WALLS SHALL HAVE A ROUGH OPENING THAT IS COMPLETELY FINISHED WITH 5/8" TYPE X GWB ON ALL SIDES. GC SHALL ACCOUNT FOR GWB FINISH IN ROUGH OPENING FRAMING DIMENSIONS. •VANITY CABINETS SHALL BE 21" DEEP x 32-1/2" HIGH x "SPECIFIED WIDTH". SEE SPECIFICATIONS FOR FURTHER DETAIL. •FULLY ACCESSIBLE ROLL-IN SHOWER UNIT SHALL BE THE GELCOAT SURFACE COMFORT PACKAGE WITH THE FOLLOWING OPTIONS: FULL WOOD BACKING, L- SHAPED PADDED FOLD-UP SEAT, STAINLESS L-BAR WITH TEXTURED GRIPING SURFACE, AND NO-CAULK BRASS DRAIN. •ELECTRICAL OUTLETS AND SWITCHES ARE SHOWN IN ELEVATIONS FORCOORDINATION ONLY. REFER TO ELECTRICAL DWGS FOR FULL SCOPE. BATHROOM NUMBERED NOTES 1.30"x60" SHOWER/TUB WITH SOLID SURFACE SURROUND, SEE PLUMBING. 2.SHOWER VALVE, SHOWER HEAD AND TUB FILLER, SEE PLUMBING. 3.SHOWER CURTAIN ROD - 72" A.F.F. 4.ADA COMPLIANT TOILET WITH SEAT AND COVER, SEE PLUMBING. 5.BATHROOM VANITY CABINET - 32.5" NOMINAL HEIGHT. 6.SOLID SURFACE VANITY COUNTERTOP WITH INTEGRAL 4" BACKSPLASH. 7.SOLID SURFACE SIDESPLASH. 8.N/A 9.N/A10.RECESSED MEDICINE CABINET IN NON-RATED PARTITION WALL. 11.SURFACE MOUNTED MIRROR. 12.8" DIA. BATH TOWEL RING. 13.24" BATH TOWEL BAR. 14.TOILET PAPER HOLDER. 15.ROBE HOOK. 16.BATHROOM WALL SCONCE LIGHT FIXTURE, SEE ELECTRICAL. 17.12" GRAB BAR, VERTICAL. 18.36" GRAB BAR, HORIZONTAL. 19.42" GRAB BAR, HORIZONTAL. 20.1"x1" PORCELAIN TILE MOSAIC FLOORING. 21.6" BUILT-UP PORCELAIN TILE COVE BASE. 22.FLOOR DRAIN.23.2x6 BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS. TYPICAL AT ALL GROUP 1 BATHROOMS. 24.MARBLE THRESHOLD. 25.SOLID SURFACE CORNER SOAP DISH. 26.RECESSED PAPER TOWEL DISPENSER. 27.ACCESSIBLE SHOWER HEAD, SEE PLUMBING. 28.FULLY ACCESSIBLE ROLL-IN SHOWER UNIT WITH INTRGRAL GRAB BARS AND FOLDING PADDED SEAT, SEE PLUMBING. 29.DROP-IN BATHROOM LAVATORY - VITREOUS CHINA. 30.LAVATORY FAUCET, SEE PLUMBING. 31.3/4" EUROPLY PHENOLIC RESIN PLYWOOD FRAME AT ACCESSIBLE LAVATORY. 32.N/A 33.ELECTRICAL OUTLET/SWITCH. COORDINATE WITH ELECTRICAL.34.LINEN CABINET. MATCH KITCHEN CABINET MANUFACTURER, STYLE & FINISH. 35.PLUMBING TRAP COVER. 36.RECESSED MEDICINE CABINET IN RATED DEMISING WALL. GC TO COORDINATE ROUGH OPENING SIZE TO ACCOMODATE CONTINUOUS GYPSUM WALL BOARD ON ALL SIDES OF THE OPENING. A610 A-3 A-5 A-8 A-10 24 1'-6" 10 5 6 12 4 16 23 38"1/2" SPACER 15"15"84"10 3'-0"3'-4 3/4"5'-0"1 1/4"CLEARANCETO FACUCET6" FAUCET HEIGHT13 14 12"1 2 3 17 36"48"42"48"50"78 1/16"3" 30" EQ EQ24"10 1 3 17 25 21 10 1 3 5 15 16 10 7 A610 D-1 A-13 D-4 D-5 24 34 10 1'-6"2'-7"A610 D-14 D-12 D-10 G-11 24 1'-6" A610 G-3 G-5 G-7 G-9 24 1'-6 1/2"1'-6 1/2" B-T5 B-T6 HALL A610 G-13 K-7 K-10 K-12 A610 N-1 N-3 N-5 N-7 1'-6"1'-6" 3'-7 5/8" 1'-4"4'-6"6'-1 1/2"2'-10"1'-0"4'-6" 4'-10 1/2" 22 1'-3 1/2"3'-3 1/2" 2'-10" 3'-7"3'-8 3/4"W4 W2 W4 D1 W5 W6 W7 W2 W7 D1 W3 W2 W2 10 3 1 25 1 3 13 12"48"10 21 5 6 14 15 16 33 7 23 1 3 6 5 10 12 16 25 2'-6" CLEAR 2'-7" 1040 3/4"36"84"78 1/16"50"54"15 16 33 5 6 12 10 21 16 15"84"54"15" 1/2" SPACER 10 SUBFLOOR TO CL OF R.O.60"13 4 14 2'-0"3'-0"4'-0"4 23 13 14 4 16 5 6 10 16 SUBFLOOR TO CL OF R.O.5'-0"SUBFLOOR TO CL7'-1 1/4"101 1/4"4 15 16 42'-10"A610 N-12 Sim 11 14 16 18 19 10 3'-2"2'-10"2'-3"4'-8"10 6'-8"33 13 15 33 13 10 352'-8"11 14 16 19 18 10 2'-8"3'-2"10 4'-8"6'-8"14 19 15 33 5/8" M.R. GWB MARINE GRADE SEALANT 5/8" M.R. TYPE X GWB MARINE GRADE SEALANT TILE FLOOR LAPPED OVER FLANGE INTEGRAL TRENCH DRAIN LEVEL "EASYBASE" SLOPED SHOWER FLOOR WITH SLIP RESISTANT SURFACE GELCOAT SHOWER WITH INTEGRAL PLYWOOD BACKING ATTACH SHOWER FLANGE AT EVERY STUD FIRESTOP SEALANT CONTINUOUS GWB ATRATED DEMISING WALLS FINISH FLOORING 1" GYPSUM UNDERLAYMENT 1/4" ACOUSTIC UNDERLAYMENT PLYWOOD SUBFLOOR DOOR JAMB BEYOND TILE FLOOR CRACK SUPRESSION MEMBRANE BATHROOM DOOR MORTAR BED 4 3/4" 6 1/4" DOOR CASING BEYOND THRESHOLD SHALL BE NO MORE THAN 1/2" HIGHER THAN THE ADJACENT FINISH FLOOR THRESHOLD SET ON MORTAR BED 5"x1/2" DOUBLE BEVEL MARBLE THRESHOLD 1/2" (MAX.) 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A610 BATHROOM PLANS & ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 3/8" = 1'-0" A-1 BATH TYPE 1 3/8" = 1'-0" A-3 B-T1 ELEV 1 3/8" = 1'-0" A-5 B-T1 ELEV 2 3/8" = 1'-0" A-8 B-T1 ELEV 3 3/8" = 1'-0" A-10 B-T1 ELEV 4 3/8" = 1'-0" K-1 BATH TYPE 2 3/8" = 1'-0" D-8 BATH TYPE 3 3/8" = 1'-0" G-1 BATH TYPE 4 3/8" = 1'-0" K-3 BATH TYPE 5 & 6 3/8" = 1'-0" D-1 B-T2 ELEV 1 3/8" = 1'-0" A-13 B-T2 ELEV 2 3/8" = 1'-0" D-4 B-T2 ELEV 3 3/8" = 1'-0" D-5 B-T2 ELEV 4 3/8" = 1'-0" D-14 B-T3 ELEV 3 3/8" = 1'-0" D-12 B-T3 ELEV 2 3/8" = 1'-0" D-10 B-T3 ELEV 1 3/8" = 1'-0" G-11 B-T3 ELEV 4 3/8" = 1'-0" G-3 B-T4 ELEV 1 3/8" = 1'-0" G-5 B-T4 ELEV 2 3/8" = 1'-0" G-7 B-T4 ELEV 3 3/8" = 1'-0" G-9 B-T4 ELEV 4 3/8" = 1'-0" G-13 B-T5 ELEV 1 3/8" = 1'-0" K-7 B-T5 ELEV 2 3/8" = 1'-0" K-10 B-T5 ELEV 3 3/8" = 1'-0" K-12 B-T5 ELEV 4 3/8" = 1'-0" N-1 B-T6 ELEV 1 3/8" = 1'-0" N-3 B-T6 ELEV 2 3/8" = 1'-0" N-5 B-T6 ELEV 3 3/8" = 1'-0" N-7 B-T6 ELEV 4 1 1/2" = 1'-0" N-12 ACCESSIBLE SHOWER DETAIL 3" = 1'-0" N-9 BATHROOM THRESHOLD No. REVISIONS/SUBMISSIONS Date 10 PR-06 - Unit Bathroom Revisions 2018-03-08 FLOOR ASSEMBLY: 5/16" PORCELAIN MOSAIC TILE MORTAR SETTING BED CRACK SUPPRESSION MEMEBRANE UNDERLAYMENT MINIMIZE DEPTH OF PLUMBING TRAP SOLID SURFACE COUNTERTOP LAVATORY & FAUCET, SEE PLUMBING SOLD SURFACE BACKSPLASH 1/2" PLYWOOD COUNTERTOP BACKER 3/4" EUROPLY PHENOLIC RESIN, PLYWOOD, "DARK BROWN". EXPOSED, FINISHED EDGES. ANGLE CLIPS FOR CONCEALED FASTENERS 1x4 NAILER WITH ANGLE CLIP AT END FOR CONCEALED FASTENERS ALUMINUM Z-CLIPS, MONARCH MF625 REMOVEABLE FRONT PANEL 5/8" GWB 34 1/2"6"27"1/2"9"11"8"99.46°3" R 3 " B-T7M-12 A611 22 A611A-3 A-6 A-8 A-11 10 241'-6"3'-7"2'-7"3'-3 1/2"W5 W6 D1 W4 W3 1/2" PLYWOOD BLOCKING B-T8 A611 D-3 D-5 D-8 D-10 3'-3 1/2"2'-7"223'-6 1/2"1'-6"W5 D1 D1 W3 W2 D7 D4 W6 10 A611 G-5 G-3 3 G-8 31 16 SUBFLOOR TO CL OF R.O.4'-9 1/4"28 12 30 33 27 13 28 15 14 BATHROOM GENERAL NOTES •ALL BATHROOMS IN UNITS WITH A SHOWER/TUB, THAT ARE NOT FULLY ACCESSIBLE, SHALL COMPLY WITH THE GROUP 1 BATHROOM REQUIREMENTS OF 521 CMR: MAAB. •THE FULLY ACCESSIBLE BATHROOMS SHALL COMPLY WITH THE GROUP 2A REQUIREMENTS OF 521 CMR: MAAB. •PROVIDE 2x6 WOOD BLOCKING AT THE CENTERLINE OF ALL TOILET ACCESSORIES, UNLESS THE TOILET ACCESSORY IS MOUNTED ON A WALL WITH 1/2" PLYWOOD. •ALL WATER CLOSETS (TOILETS) SHALL HAVE 2x6 BLOCKING @ 36" A.F.F. AT THE BACK WALL OF THE FIXTURE FROM THE CORNER TO A DISTANCE OF 6" BEYOND THE EDGE OF THE FIXTURE, AND ON THE SIDE WALL FROM THE CORNER TO A DISTANCE OF 6" BEYOND THE FRONT EDGE OF THE FIXTURE. BLOCKING AT THE SIDE WALL IS NOT REQUIRED IF IT IS INTERRUPTED BY A DOOR OR FIXTURE. •GYPSUM BOARD SHALL BE CONTINUOUS BEHIND AND SHOWERS AND SHOWER- TUBS TO THE FLOOR AT FIRE-RATED DEMISING WALLS. •"M.R." STANDS FOR "MOLD AND MOISTURE RESISTANT PAPERLESS" GYPSUM WALL BOARD. •AFTER SHOWER-TUBS ARE INSTALLED PROVIDE 1/8" SKIMCOAT PLASTER (AT DEMISING WALLS) OVER GYPSUM BOARD TO BE FLUSH WITH THE FACE OF THE NAILING FLANGE OF THE SHOWER-TUB. THIS WILL PROVIDE AN EVEN SURFACE FOR THE SOLID SURFACE FINISH. •ALL SHOWER/TUB UNITS SHALL HAVE 1/2" PLYWOOD REINFORCEMENT ON ALL THREE SIDES. SEE DETAILS •ALL ACCESSIBLE ROLL-IN SHOWERS SHALL HAVE 1/2" PLYWOOD REINFORCEMENT ON ALL THREE SIDES UP TO A HEIGHT OF 60" ABOVE THE SHOWER FLOOR. •PROVIDE SIDESPLASHES AT ALL WALLS ADJACENT TO SOLID SURFACE VANITY COUNTERTOP. •RECESSED MEDICINE CABINETS AND PAPER TOWEL DISPENSERS IN DEMISING WALLS SHALL HAVE A ROUGH OPENING THAT IS COMPLETELY FINISHED WITH 5/8" TYPE X GWB ON ALL SIDES. GC SHALL ACCOUNT FOR GWB FINISH IN ROUGH OPENING FRAMING DIMENSIONS. •VANITY CABINETS SHALL BE 21" DEEP x 32-1/2" HIGH x "SPECIFIED WIDTH". SEE SPECIFICATIONS FOR FURTHER DETAIL. •FULLY ACCESSIBLE ROLL-IN SHOWER UNIT SHALL BE THE GELCOAT SURFACE COMFORT PACKAGE WITH THE FOLLOWING OPTIONS: FULL WOOD BACKING, L- SHAPED PADDED FOLD-UP SEAT, STAINLESS L-BAR WITH TEXTURED GRIPING SURFACE, AND NO-CAULK BRASS DRAIN. •ELECTRICAL OUTLETS AND SWITCHES ARE SHOWN IN ELEVATIONS FOR COORDINATION ONLY. REFER TO ELECTRICAL DWGS FOR FULL SCOPE. BATHROOM NUMBERED NOTES 1.30"x60" SHOWER/TUB WITH SOLID SURFACE SURROUND, SEE PLUMBING. 2.SHOWER VALVE, SHOWER HEAD AND TUB FILLER, SEE PLUMBING. 3.SHOWER CURTAIN ROD - 72" A.F.F. 4.ADA COMPLIANT TOILET WITH SEAT AND COVER, SEE PLUMBING. 5.BATHROOM VANITY CABINET - 32.5" NOMINAL HEIGHT. 6.SOLID SURFACE VANITY COUNTERTOP WITH INTEGRAL 4" BACKSPLASH. 7.SOLID SURFACE SIDESPLASH. 8.N/A 9.N/A 10.RECESSED MEDICINE CABINET IN NON-RATED PARTITION WALL. 11.SURFACE MOUNTED MIRROR. 12.8" DIA. BATH TOWEL RING. 13.24" BATH TOWEL BAR. 14.TOILET PAPER HOLDER. 15.ROBE HOOK. 16.BATHROOM WALL SCONCE LIGHT FIXTURE, SEE ELECTRICAL. 17.12" GRAB BAR, VERTICAL. 18.36" GRAB BAR, HORIZONTAL. 19.42" GRAB BAR, HORIZONTAL. 20.1"x1" PORCELAIN TILE MOSAIC FLOORING. 21.6" BUILT-UP PORCELAIN TILE COVE BASE. 22.FLOOR DRAIN. 23.2x6 BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS. TYPICAL AT ALL GROUP 1 BATHROOMS. 24.MARBLE THRESHOLD. 25.SOLID SURFACE CORNER SOAP DISH. 26.RECESSED PAPER TOWEL DISPENSER. 27.ACCESSIBLE SHOWER HEAD, SEE PLUMBING. 28.FULLY ACCESSIBLE ROLL-IN SHOWER UNIT WITH INTRGRAL GRAB BARS AND FOLDING PADDED SEAT, SEE PLUMBING. 29.DROP-IN BATHROOM LAVATORY - VITREOUS CHINA. 30.LAVATORY FAUCET, SEE PLUMBING. 31.3/4" EUROPLY PHENOLIC RESIN PLYWOOD FRAME AT ACCESSIBLE LAVATORY. 32.N/A 33.ELECTRICAL OUTLET/SWITCH. COORDINATE WITH ELECTRICAL. 34.LINEN CABINET. MATCH KITCHEN CABINET MANUFACTURER, STYLE & FINISH. 35.PLUMBING TRAP COVER. 36.RECESSED MEDICINE CABINET IN RATED DEMISING WALL. GC TO COORDINATE ROUGH OPENING SIZE TO ACCOMODATE CONTINUOUS GYPSUM WALL BOARD ON ALL SIDES OF THE OPENING. 3 2 30 28 3 29 11 31 16 30 10 18 29 13 14 A610 N-12 Sim 28 2 3 1315 33 48 SFB-T10 1'-6"3'-7 5/8"1'-4 1/2" 10 1/2" MARINE GRADE SEALANT DEMISING WALL TYPE D1 1/2" PLYWOOD BACKER (PER WALL TYPE) SHOWER TUB NAILING FLANGE 1/4" SOLID SURFACE SURROUND 5/8" M.R. TYPE X GWB 1/8" SKIMCOAT PLASTER, AT DEMISING WALLS ONLY, TO ALIGN WITH NAILING FLANGE MARINE GRADE SEALANT 2x4 NAILER TILE FLOOR SHOWER TUB, SEE PLUMBING CRACK SUPRESSION MEMBRANE GYPCRETE UNDERLAYMENT CONTINUOUS GWB AT RATED WALLS SEAL GWB TO FRAMING MARINE GRADE SEALANT 1/2" PLYWOOD BACKER (PER WALL TYPE) SHOWER TUB NAILING FLANGE 1/4" SOLID SURFACE SURROUND 5/8" M.R. GWB 2x4 NAILER SHOWER TUB, SEE PLUMBING 36 15 16 30 33 4 11 26 16 30 33 18 19 3'-2"4 14 19 18 1/2" PLYWOOD CONTINUOUS 5/8" TYPE X GWB AT OPENING FOR CABINET. RATED DEMISING WALL MEDICINE CABINET 2x4 FRAMINGGC TO COORDINATE R.O.EQEQACOUSTIC INSULATION SEAL GWB TO FRAMING, TYP. 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A611 BATHROOM PLANS & ELEVATIONS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 1 1/2" = 1'-0" M-12 DETAIL AT ACCESSIBLE LAVATORY 3/8" = 1'-0" A-13 BATH TYPE 7 3/8" = 1'-0" E-13 BATH TYPE 8 3/8" = 1'-0" J-13 BATH TYPE 9 3/8" = 1'-0" A-3 B-T7 ELEV 1 3/8" = 1'-0" A-6 B-T7 ELEV 2 3/8" = 1'-0" A-8 B-T7 ELEV 3 3/8" = 1'-0" A-11 B-T7 ELEV 4 3/8" = 1'-0" D-3 B-T8 ELEV 1 3/8" = 1'-0" D-5 B-T8 ELEV 2 3/8" = 1'-0" D-8 B-T8 ELEV 3 3/8" = 1'-0" D-10 B-T8 ELEV 4 3/8" = 1'-0" A-1 BATH TYPE 10 3" = 1'-0" M-1 TUB DETAIL AT DEMISING WALL 3" = 1'-0" M-6 TUB DETAIL AT PARTITION WALL 3/8" = 1'-0" G-5 B-T9 ELEV 22 3/8" = 1'-0" G-3 B-T9 ELEV 1 3/8" = 1'-0" 3 B-T9 ELEV 44 3/8" = 1'-0" G-8 B-T9 ELEV 3 3" = 1'-0" M-9 MEDICINE CABINET AT 1-HR WALL No. REVISIONS/SUBMISSIONS Date 10 PR-06 - Unit Bathroom Revisions 2018-03-08 THIS DETAIL IS FOR ALL LINEN CLOSETS THAT CONTAIN A WASHER- DRYER UNIT IN GROUP 1 UNITS. 1x4 WD TRIM STACKABLE WASHER STACKABLE DRYER FINISH FLOOR SUBFLOOR WD BASE TRIM CLOSET DOOR3'-5 3/4"VARIES WASHER PAN 3'-6"3/4" HARDWOOD PLYWOOD, ONE- SIDED FINISH,1x4 SUB-FRAME 1x3 HARDWOOD NOSING (2)3/4" HARDWOOD PLYWOOD, ONE- SIDED FINISH FIRE-RATED RECESSED DRYER BOX, SEE MECHANICAL DWGS WOOD COUNRER 3/4" PLYWOOD DIVIDER FINISH FLOOR SUBFLOOR 2x6 BLOCKING FOR FUTURE INSTALLATION OF 30" HIGH ADJUSTABLE STANDARDS.3'-9 1/4"5'-5 1/4"5'-11 1/4"THIS DETAIL IS FOR ALL BEDROOM CLOSETS.6'-0"2x6 BLOCKING FOR THE INSTALLATION OF BRACKETS KV 1192 REGULAR-DUTY ADJUSTABLE ROD & SHELF BRACKET, WHITE. SPACING AT 24" O.C., 4" MAX. FROM END WALL. 1-5/16" DIA. CLOSET ROD WITH END CAPS, WHITE. 1" GAP FROM END WALL. 3/4"x14" MELAMINE SHELF, WHITE. FIXED TO ADJUSTABLE BRACKET. WD BASE TRIM CLOSET DOOR SLAB / SUBFLOOR EPOXY FLOORING 1/2" RADIUS COVE W/ CANT FIRESTOP SEALANT SEALANT BELOW TRACK 6" EPOXY FINISH ON GWB METAL TERMINATION STRIP SEALANT FINISHED GWB SEE PLAN FOR WALL TYPE WALL BASE, SEE SCHEDULE ENGINEERED HARDWOOD FLOORING 1" GYPSUM UNDERLAYMENT ACOUSTIC UNDERLAYMENT PLYWOOD SUBFLOOR 5/8" GWB 6" BUILT-UP TILE BASE PORCELAIN TILE FLOOR CRACK SUPRESSION MEMBRANE, TURNED UP AT TILE WALL BASE 5/8" MOLD & MOISTURE RESISTANT PAPERLESS GWB AT ALL BATHROOMS MORTAR BED LEVEL 1 124.31' LEVEL 2 134.31' LQR7'-10"1" / 12" BUMP-OUT AT COLUMN 12"TURN HANDRAIL AT WALL 12" 118'-3" 122'-9" DROP CEILINGC1C4 C4 C1 1/2" RESILIENT CHANNEL (CORIDOOR SIDE) FIRE EXTINGUISHER CABINET. COORDINATE ROUGH OPENING WITH MANUFACTURER'S DETAILS. CABINET SHALL HAVE THE SAME FIRE RATING AS IT'S HOST WALL. CABINET SHALL FIT WITHIN A STUD BAY. PROVIDE 2x6 BLOCKING TOP & BOTTOM. DEMISING WALL, SEE WALL TYPES UNIT SIDE CORIDOOR SIDE FILL GAP BEHIND CABINET WITH MINERAL WOOL INSULATION 48" MAX.PIPE PENETRATION ELASTOMERIC FIRECODE SEALANT METALLIC SLEEVE 1-HR OR 2-HR RATED WALL PIPE PENETRATIONS AT 2-HR DEMISING WALL 2 LAYERS 1/2" FIRECODE C GWB2 1/2" C-H MTL STUD 25 GA. @ 24" O.C. 1.5" MINERAL WOOL INSULATION 1" SHAFT LINER GWB1/2" MAX.PENETRATIONS AT 2-HR SHAFT WALL FIRECODE COMPOUND PIPE OR DUCT PENETRATION 2-HR RATED SHAFT WALL METALLIC SLEEVE HORIZONTAL JOINT AT TOP OF WALL TO CONCRETE SLAB COMPOSITE CONCRETE DECK 1-HR OR 2-HR RATED WALL MINERAL FIBER INSULATION, COMPRESSED 50% IN JOINT FIRESTOP JOINT SPRAY, 1/2" MIN. COVERAGE OF GWB & STEEL DECK PIPE PENETRATION ELASTOMERIC FIRECODE SEALANT DENSE PACKED MINERAL WOOL INSULATION, 4" MIN. METALLIC SLEEVE COMPOSITE CONCRETE DECK PIPE PENETRATIONS AT TYPICAL COMPOSITE METAL DECK, 2-HR GALV. STEEL PIPE COLLAR FIRECODE COMPOUND ELASTOMERIC FIRECODE SEALANT3/4" PLYWOOD DECK PIPE PENETRATION WOOD FLOOR FRAMING, VARIES PENETRATIONS AT TYPICAL WOOD FLOOR 5/8" FIRECODE C GWB CABLE PENETRATION ELASTOMERIC FIRECODE SEALANT DENSE PACKED MINERAL WOOL INSULATION, 4" MIN. METALLIC SLEEVE COMPOSITE CONCRETE DECK 1/4" MIN. FIRECODE COMPOUND CABLE PENETRATIONS AT TYPICAL COMPOSITE METAL DECK, 2-HR DUCT PENETRATION ELASTOMERIC FIRECODE SEALANT 1-HR OR 2-HR RATED WALL DUCT PENETRATIONS AT 2-HR DEMISING WALL STEEL RETAINING ANGLE CUT TO FIT CONTOUR OF DUCT. 2" MIN. LAP OVER DUCT & 1" MIN. LAP OVER GWB 3/4" NO. 8 SHEET METAL SCREWS AT 6" O.C. CABLE PENETRATION ELASTOMERIC FIRECODE SEALANT 1-HR OR 2-HR RATED WALL CABLE PENETRATIONS AT 2-HR DEMISING WALL METALLIC SLEEVE ELASTOMERIC FIRECODE SEALANT METALLIC SLEEVE 2 1 C A B D E 3 7 6 5 4 8 121110 9 Designed Title Project Drawing No. Scale Project No. F G H J K L M 1 2 3 4 5 6 7 8 9101112 NOTES Consultant Checked Date cBuilding No. OWNER / DEVELOPER: VALLEY COMMUNITY DEVELOPMENT CORPORATION HOUSING CONSULTANT: MBL HOUSING & DEVELOPMENT LEGAL CONSULTANT FIERST, KANE & BLOOMBERG N O P 13 14 15 13 14 15 As indicated Designer Author 2017-10-24 A620 INTERIOR DETAILS NORTHAMPTON LUMBER YARD 256 PLEASANT STREET, NORTHAMPTON MA 14038PER M IT SET NEW CONSTRUCTION 3/4" = 1'-0" M-7 DETAIL AT UNIT LAUNDRY 3/4" = 1'-0" M-13 DETAIL AT UNIT CLOSET 3" = 1'-0" N-4 EPOXY BASE DETAIL 3" = 1'-0" N-1 INT. WALL BASE 1/4" = 1'-0" A-7 SECTION AT RAMP 1 1 1/2" = 1'-0" A-12 FIRE EXT. CABNINET SECTION 3" = 1'-0" A-1 FIRESTOPPING DETAILS No. REVISIONS/SUBMISSIONS Date NOTES(UNLESS OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS)REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN NO PREFABRICATED WOOD TRUSS SHALL BE CUT/NOTCHED WITHOUT THE PERMISSION OF ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.TRUSS MANUFACTURER SHALL SPECIFY ALL PREFABRICATED LUMBER HARDWARE.ACCORDANCE WITH ASCE 7, LATEST EDITION.THE ARCHITECT.6.5.4.DEAD LOADS FOR ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL SNOW AND THE TRUSSES. THE TRUSS SYSTEM SHALL BE ENGINEERED TO ACCEPT ALL IMPOSED BE DETERMINED BY THE TRUSS MANUFACTURER AND ACCOUNTED FOR IN THE DESIGN OF * ALL POINT LOADS, PARTIAL UNIFORM LOADS, OR COMBINATIONS THEREOF SHALL SUPPORTS AND STRESSES ON ALL MEMBERS INCLUDING PLATES. C. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS, REACTIONS AT (PARTIAL OR OTHERWISE) AND/OR POINT LOADS. B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES, GIVING UNIFORM LOADSA. DRAFTED PLAN LAY-OUTS IDENTIFYING ALL TRUSSES. G.C. SHALL CO-ORDINATE SPACING PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: STATE OF MASSACHUSETTS, SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVALSHOP DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE FOR WOOD CONSTRUCTION" AND "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED ALL WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION LOADS AS INDICTATED ABOVE.DESIGN LOADS: 3.2.WOOD TRUSS" TRUSS PLATE INSTITUTE, LATEST EDITION. 1.PREFABRICATED WOOD TRUSS NOTES20.19.18.9.11.INSTITUTE OF TIMBER CONSTRUCTION'S "CONSTRUCTION MANUAL". ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN 12.13.14.15.16.ALL FASTENING SHALL BE IN ACCORDANCE WITH THE FASTENING SCHEDULE PER THEALL TOP-MOUNTED JOISTS SHALL HAVE A MINIMUM BEARING OF 3 1/2".PLYWOOD SHEATHING AT FLOORS AND ROOF SHALL SPAN WITH THE STRENGTH AXIS PERPENDICULARSUPPORTING FLOOR OR ROOF TRUSSES, UNLESS OTHERWISE NOTED.MASSACHUSETTS STATE BUILDING CODE.1.WOOD:3.2.4.5.ALL SILLS SHALL BE PRESERVATIVE PRESSURE TREATED SOUTHERN PINE NO. 2 OR BETTER. 7.6.8.ACCEPTED EQUAL, UNLESS OTHERWISE NOTED. OF SUPPORTING THE MAXIMUM REACTION OF THE MEMBER.ALL POST TO BEAM CONNECTIONS SHALL HAVE A METAL POST CAP, BY "SIMPSON," ORALL FLUSH (SIDE-MOUNTED) CONNECTIONS SHALL HAVE BEAM OR JOIST HANGERS CAPABLEPROVIDE 2X BLOCKING AT ALL UNSUPPORTED PLYWOOD EDGES AT SHEAR WALL SHEATHING.FLOOR TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD DEFLECTION LIMIT OF L/480AND A TOTAL LOAD DEFLECTION LIMIT OF L/360.7.PSL's10.Fv = 290 PSIE = 2,000,000 PSIFb = 2,900 PSILSL'sFv = 310 PSIE = 1,550,000 PSIFb = 2,325 PSIALL STRUCTURAL LAMINATED STRAND LUMBER (LSL), LAMINATED VENEER LUMBER (LVL),AND PARALLEL STRAND LUMBER (PSL) SHALL CONFORM TO THE LATEST EDITION OF THE"NATIONAL DESIGN SPECIFICATION FOR WOOD" AND SHALL HAVE THE FOLLOWINGMINIMUM PROPERTIES:LVL'sE = 1,900,000 PSIFb = 2,600 PSIFv = 285 PSIPSL'sFv = 290 PSIE = 1,800,000 PSIFb = 2,400 PSI(BEAMS)(COLUMNS)STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL,ELECTRICAL, CIVIL, LANDSCAPE, AND SHOP DRAWINGS AND SPECIFICATIONS.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES SHALLBE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE AFFECTEDPORTION OF THE WORK.SHOP DRAWINGS FOR REINFORCING STEEL (INCLUDING ALL ACCESSORIES), POUR SCHEDULES,STRUCTURAL STEEL AND STEEL DECKING SHALL BE SUBMITTED TO THE ARCHITECT AND A STAMPEDACCEPTANCE RECEIVED BEFORE FABRICATION CAN PROCEED. ERECTION SHALL BE EXECUTED FROMACCEPTED SHOP DRAWINGS ONLY.UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICALFOR ALL SIMILAR CONDITIONS.U.O.N. = UNLESS OTHERWISE NOTED.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND/OR ELEVATIONS NOT SHOWN ON THESTRUCTURAL DRAWINGS.IN CASE OF CONFLICT AMONG CONTRACT DOCUMENTS (i.e. CONTRACT DOCUMENTS ANDSPECIFICATIONS), THE MORE SPECIFIC AND LOCALIZED INFORMATION IN THE FOLLOWING ASCENDINGORDER SHALL GOVERN: SPECIFICATIONS, NOTES, PLANS, SCHEDULES AND DETAILS.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING AND BRACING FOR THEBUILDING DURING CONSTRUCTION.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE COMMONWEALTH OF MASSACHUSETTSSTATE BUILDING CODE, 8TH EDITION.BUILDING ROOF LOADSA. LIVE LOAD (SNOW): i. GROUND SNOW LOAD - Pg = 40 PSFii. EXPOSURE FACTOR - Ce = 1.0iii. FLAT ROOF SNOW LOAD - Pf = 35 PSFiv. SNOW DRIFT/SLIDING LOADING WHERE APPLICABLE AT LOW ROOF AREAS (PER SECTION 1608.0).B. ROOFING AND INSULATION:10 PSFC. SERVICES:5 PSFD. CEILING (WHERE THEY OCCUR):5 PSFE. MECHANICAL UNITS:SEE MECH. DWGS. FOR WEIGHT AND LOCATIONSF. STRUCTURE: ACTUAL WEIGHTS OF MATERIALSBUILDING FRAMED FLOOR LOADSA. LIVE LOAD i. DWELLING UNITS:40 PSF ii. LOBBIES, STAIRS, CORRIDORS:100 PSFiii. RETAIL:100 PSFB. SERVICES: 5 PSFC. CEILING: 5 PSFD. GYPCRETE TOPPING:15 PSFE. MECHANICAL UNITS:SEE MECH. DWGS. FOR WEIGHT AND LOCATIONSF. STRUCTURE: ACTUAL WEIGHTS OF MATERIALSWIND LOADING: (PER SECTION 1609.0) i) BASE WIND SPEED:V = 90 MPHii) EXPOSURE:Biii) WIND IMPORTANCE FACTOR:IW = 1.0iv) COMPONENTS AND CLADDING (BASED ON 10 SQUARE FOOT AREA):ROOF = -35 PSF FIELD; -54 PSF PERIMETER; -74 PSF CORNERS WALL = ±24 PSF FIELD; ±43 PSF CORNER (PERIMETER/CORNER = 5 FT. FROM EDGE)(NEGATIVE SIGN INDICATES SUCTION WIND PRESSURE ACTING AWAY FROM AREA)SEISMIC (PER SECTION 1614.0)i) OCCUPANCY CATEGORY II; Ie = 1.0ii) SPECTRACL RESPONSE COEFFICIENTSSs = .22Sds = .367S1 = .066Sd1 = .154iii) SITE CLASS Eiv) SEISMIC DESIGN CATEGORY "C"v) THE PROVISIONS OF ASCE-7 SECTION 12.8 - EQUIVALENT LATERAL FORCE PROCEDURE HAVE BEENUTILIZED. THE BUILDING IS CONSIDERED A BEARING WALL STRUCTURE UTILIZINGLIGHT-FRAMED WOOD WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEARFOR LATERAL LOAD RESISTANCE. IN ADDITION, THE LOWER STEEL SYSTEM OVER THE RETAILAND OFFICE SPACES ARE A STEEL SYSTEM NOT SPECIFICALLY DESIGNED FOR SEISMICRESISTANCE (R = 3)GENERAL:1.2.3.4.5.6.7.8.9.DESIGN LOAD PER MASSACHUSETTS STATE BUILDING CODE, 8th EDITION:3.4.6.CONCRETE: (CAST-IN-PLACE)1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.ALL STRUCTURAL STEEL MATERIALS, WORKMANSHIP, AND DETAILS SHALL CONFORM TO THE LATESTEDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESSDESIGN AND PLASTIC DESIGN" AND AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: STRUCTURAL STEEL W-SHAPES.....................................ASTM A992 (GRADE 50) STRUCTURAL STEEL TUBES.............................................ASTM A500, GRADE B (Fy=46 KSI) STRUCTURAL STEEL PIPES..............................................ASTM A500, GRADE B (Fy=42 KSI) STRUCTURAL STEEL CHANNELS, PLATES & ANGLES.....ASTM A36, U.N.O.ALL SHOP CONNECTIONS SHALL BE WELDED TO CONFORM TO "STRUCTURAL WELDING CODE" AWSD1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY, E70 SERIES. SHOP CONNECTIONS MAYBE HIGH STRENGTH BOLTED TO CONFORM TO SPECIFICATION ASTM A325.ALL FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED TO CONFORM TO ASTM A325-N, UNLESSOTHERWISE NOTED. WHERE WELDING IS SPECIFIED, WELDING PER NOTE #2 ABOVE SHALL APPLY.PROVIDE 3/8" THICK MINIMUM STIFFENER PLATES AT ALL BEAMS OVER COLUMNS AND AT ALL COLUMNSOVER BEAMS.ALL STRUCTURAL STEEL BEAMS AND COLUMNS SHALL BE UNPRIMED, UNLESS OTHERWISE NOTED INSPECIFICATIONS.PROVIDE 1/4 INCH THICK LEVELING PLATE AND 3/4"(±) OF NON-SHRINK GROUT UNDER ALL COLUMNBASE PLATES SUPPORTED ON CONCRETE OR CMU. LEVELING PLATES SHALL BE SET AND GROUTEDSOLID BEFORE ERECTION OF COLUMN.SHEAR CONNECTORS AT STEEL BEAMS AND GIRDERS SHALL BE 3/4" DIAMETER BY 4" LONG HEADEDSTUDS. THE NUMBER OF EQUALLY SPACED CONNECTORS PER BEAM IS INDICATED THUS [00]FOLLOWING THE BEAM DESIGNATION, UNLESS OTHERWISE NOTED. WHERE STEEL DECK FRAMESPERPENDICULAR TO THE BEAMS, SHEAR CONNECTORS SHALL BE PLACED IN DECK RIBS. WHERE THENUMBER OF SHEAR CONNECTORS FOR A GIVEN BEAM EXCEEDS THE NUMBER OF AVAILABLE RIBS,CONNECTORS SHALL BE DOUBLED UP IN THE RIBS STARTING AT EACH END AND CONTINUINGTOWARDS MID-SPAN, TO RESULT IN A CONNECTOR DISTRIBUTION ALONG THE BEAM WHICH IS ASUNIFORM AS POSSIBLE. SPACING OF SHEAR CONNECTORS SHALL CONFORM TO THE AISC"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FORBUILDINGS". WHERE NO STUDS ARE SHOWN ON PLAN, PROVIDE A MINIMUM OF 34"Ø STUDS @ 12" O.C.FASTENING OF SHEAR CONNECTORS SHALL CONFORM TO THE REQUIREMENTS OF ARTICLES 4.26 AND4.27 OF AWS D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY.ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36 OR 55, UNLESS OTHERWISE NOTED.EMBEDMENT INTO CONCRETE SHALL BE 12" TERMINATED WITH HEAVY HEX NUT, U.O.N.ALL "SIMPLY SUPPORTED" CONNECTIONS SHALL BE STANDARD SINGLE SHEAR PLATE CONNECTIONSSELECTED BY THE STEEL FABRICATOR FROM THE AISC MANUAL FOR STEEL CONSTRUCTION.CONNECTIONS SHALL PROVIDE THE CAPACITIES SHOWN IN THE SCHEDULE ON DRAWING S-003 BASEDON ALLOWABLE STRENGTH DESIGN METHODOLOGY, UNLESS OTHERWISE NOTED WITH AN "R=XXXKIPS" ON PLAN. ALTERNATE TYPES OF "SIMPLY SUPPORTED" CONNECTIONS SUCH AS DOUBLEANGLES, AS SHOWN IN THE AISC MANUAL, SHALL BE ACCEPTABLE PROVIDED THE MINIMUM NUMBEROF BOLTS AND MINIMUM CAPACITIES SHOWN IN THE SCHEDULE ON S-003 ARE MAINTAINED.PROVIDE L2x2x14 SLAB SUPPORT ANGLE AS REQUIRED AT COLUMNS WHERE STRUCTURAL MEMBERS DONOT FRAME IN AT ALL FOUR SIDES.ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL CERTIFICATIONS MUST BECURRENT (i.e. WITHIN 12 MONTHS OF PERFORMANCE OF WELDING).SHORT SLOTTED HORIZONTAL HOLES IN WEB OF BEAM FOR BOLTED CONNECTIONS ARE PERMISSIBLE.PROVIDE A MINIMUM OF 1/4" FILLET WELDS (ALL AROUND) AT WELDED CONNECTIONS, UNLESSOTHERWISE NOTED.PROVIDE MINIMUM 16 GAGE SCREED ANGLE AT PERIMETER OF BUILDING AND ALL OPENINGS INCONCRETE SLAB ON STEEL DECK, UNLESS OTHERWISE NOTED ON POUR STOP SCHEDULE ORDRAWINGS.ALL EXPOSED STRUCTURAL STEEL AND THE ASSOCIATED CONNECTIONS, INCLUDING DUNNAGE,SCREEN SUPPORTS AND RELIEVING ANGLES SHALL BE HOT-DIPPED GALVANIZED. REFER TO ARCH.DWG'S. FOR COLOR GALVANIZING REQUIREMENTS.STEEL DECKING:1.2.3.4.5.6.STEEL DECK UNITS SHALL SPAN THREE OR MORE SUPPORTS WHERE POSSIBLE.A COMPLETE LAYOUT OF ALL SHEAR CONNECTORS SHALL APPEAR ON THE STEEL DECKING SHOP DRAWINGS.STEEL DECKING SHALL BE FASTENED TO STEEL FRAMING BY A 5/8" DIAMETER (MINIMUM) PUDDLE WELD SPACEDAS FOLLOWS:FLOOR DECKING: SPACING:PANEL END SUPPORTS......................@ 12" O.C.PANEL SIDE SUPPORTS.....................@ 12" O.C.PANEL INTERMEDIATE SUPPORTS......@ 12" O.C.SIDELAP FASTENERS SHALL CONSIST OF #10 TEK SCREWS @36"O.C..PROVIDE END CLOSURES, CAPS, SUMP PANS AND ALL OTHER ACCESSORIES REQUIRED FOR A COMPLETEINSTALLATION.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS EXCEPTFOOTINGS WHICH SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. ALLCONCRETE SHALL BE NORMAL WEIGHT HAVING A MAXIMUM DENSITY (WET WEIGHT) OF 145 PCF.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 (DEFORMED), AND SHALL BE FREEFROM LOOSE RUST AND SCALE.LAP ALL CONTINUOUS BARS IN ACCORDANCE WITH THE "DEVELOPMENT LENGTH AND SPLICE TABLE"OR 48 BAR DIAMETERS (MINIMUM).ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A185. LAP 2 SQUARES AT ALL JOINTSAND TIE @ 3'-0" ON CENTER.CLEAR CONCRETE PROTECTION FOR REINFORCING: (UNLESS OTHERWISE NOTED). A. FOOTINGS: 3" B. FOUNDATION WALLS: 2" C. PIERS AND PILASTERS: 2" TO TIES D. SLABS: 1" FROM TOPNO BARS SHALL BE CUT OR OMITTED IN THE FIELD BECAUSE OF SLEEVES, DUCT OPENINGS ORRECESSES. BARS MAY BE MOVED ASIDE WITHOUT CHANGE IN LEVEL WITH THE APPROVAL OF THEARCHITECT.NO PIPES SHALL PASS THROUGH CONCRETE WITHOUT THE PERMISSION OF THE ARCHITECT. STEELPIPE SLEEVES SHALL BE PROVIDED AND SPACED A MINIMUM OF THREE PIPE DIAMETERS APART. ALLOTHER SLEEVE LOCATIONS MUST BE SUBMITTED FOR REVIEW.ALL KEYS SHALL BE 2" BY 4" WITH BEVELED SIDES (UNLESS OTHERWISE NOTED).LOCATION OF VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT. ALLCONSTRUCTION JOINTS SHALL BE FORMED WITH A STANDARD KEY AND ALL REINFORCING EXTENDEDIN ACCORDANCE WITH THE "DEVELOPMENT LENGTH AND SPLICE TABLE". PROVIDE ADDITIONALREINFORCING AT ALL CONSTRUCTION JOINTS, AS REQUIRED, ACCORDING TO THE APPLICABLECONSTRUCTION JOINT DETAILS SHOWN ON THESE DRAWINGS.THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE COMPLETE LAYOUTS OF ALL CONTROLJOINTS, CONSTRUCTION JOINTS, AND ISOLATION JOINTS FOR SLABS-ON-GRADE. CONCRETEPLACEMENT SHALL NOT PROCEED UNTIL THESE DRAWINGS HAVE BEEN REVIEWED BY THE ARCHITECT.DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE ACI DETAILING MANUAL 315.ALL REINFORCING ACCESSORIES FOR EXPOSED SURFACES SHALL HAVE UPTURNED LEGS AND BEPLASTIC DIPPED AFTER FABRICATION. ACCESSORIES FOR REINFORCING STEEL SHALL BE INACCORDANCE WITH THE ACI, LATEST EDITION.SLAB BOLSTERS SHALL BE PROVIDED AT STEEL BEAMS AND AT MID-SPAN BETWEEN BEAMS, AS NOTEDON THE "TYPICAL SLAB ON STEEL DECK" DETAIL.ALUMINUM CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESSEFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION OR ELECTROLYTICACTION BETWEEN ALUMINUM AND STEEL.SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKENNOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NORLESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS.CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTAL DATES AT LEAST 30 DAYS PRIOR TOFIRST SUBMITTAL. FAILURE TO SUBMIT DRAWINGS ON DESIGNATED DATE MAY IMPACT REVIEW SCHEDULE.11.9.8.7.6.4.3.SHOP DRAWINGS:2.1.SHOP DRAWINGS ARE DRAWINGS, DIAGRAMS, SCHEDULES, MATERIAL LISTS AND OTHER DATA SPECIFICALLYPREPARED FOR THE WORK FOR THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR, MANUFACTURER,SUPPLIER OR DISTRIBUTOR TO ILLUSTRATE SOME PORTION OF THE WORK. CONTRACT DRAWINGS ARE NOT TOBE REPRODUCED FOR USE AS SHOP DRAWINGS.WHEN APPLICABLE, SHOP DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO: ERECTION PLANS, NOTES ANDBRACING DETAILS, ACCESSORIES, CONNECTION DETAILS, JOIST, BEAM AND COLUMN DETAILS, BENDING DETAILSFOR REINFORCING RODS, AND ANY OTHER ITEMS WHICH ARE TYPICAL OF INDUSTRY STANDARD FOR SHOPDRAWING SUBMITTALS. SUBMIT STAMPED STRUCTURAL CALCULATIONS WHERE NOTED ABOVE.NO PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWING SHALL BE STARTED UNTIL THESUBMITTAL HAS BEEN SATISFACTORILY REVIEWED BY SOUZA, TRUE AND PARTNERS, INC. (STP) AND ALL OTHERPARTIES INVOLVED. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH FINAL REVIEWEDSUBMITTALS AND THE CONTRACT DOCUMENTS.FOR ALL SHOP DRAWINGS, SUBMIT THREE COPIES OF THE SHOP DRAWINGS, UNLESS OTHERWISE NOTED IN THECONTRACT DOCUMENTS. COPIES MUST BE CLEAR AND LEGIBLE. COPIES GREATER THAN THIS NUMBER WILL BEDISCARDED. UPON COMPLETION OF THE REVIEW, SOUZA, TRUE AND PARTNERS, INC. WILL RETAIN ONE PRINTAND WILL MARK UP THE REMAINING COPIES FOR DISTRIBUTION. UNLESS OTHERWISE NOTED IN THE CONTRACTSPECIFICATIONS, THE FOLLOWING SEQUENCE SHALL BE FOLLOWED:MANUFACTURER/CONTRACTOR/ARCHITECT/ENGINEER/ARCHITECT/CONTRACTOR/MANUFACTURER.THE CONTRACTOR SHALL REVIEW, APPROVE AND SUBMIT ALL SHOP DRAWINGS REQUIRED BY THE CONTRACTDOCUMENTS IN AN ORDER WHICH IS SEQUENTIAL WITH THE PROGRESS OF THE WORK AND CONSISTANT WITHTHE LEAD TIMES RELATED TO THE PRODUCTS. THE SHOP DRAWING SUBMITTAL SCHEDULE SHALL INCLUDEADEQUATE TIME FOR A COMPLETE AND PROFESSIONAL REVIEW BY ALL PARTIES INVOLVED. IT SHALL BE NOTEDTHAT THE REVIEW TIME WILL VARY DEPENDING ON THE SIZE AND CONTENT OF THE SUBMITTAL. BY APPROVINGAND SUBMITTING SHOP DRAWINGS, THE CONTRACTOR REPRESENTS THAT HE OR SHE HAS VERIFIED ALLMATERIALS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA RELATED THERETO, OR WILL DO SO. INADDITION, THIS SHALL REPRESENT THAT HE OR SHE HAS CHECKED AND COORDINATED THE INFORMATIONCONTAINED WITHIN SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACTDRAWINGS. SOUZA, TRUE AND PARTNERS, INC. RESERVES THE RIGHT TO RETURN ANY SHOP DRAWINGS WHICHARE JUDGED TO BE "RUBBER STAMP APPROVED" BY THE CONTRACTOR WITHOUT PROPER REVIEW ANDEVALUATION.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTSOF THE CONTRACT DOCUMENTS AS A RESULT OF STP'S (SOUZA, TRUE AND PARTNERS, INC.) REVIEW OF THESHOP DRAWINGS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED STP, IN WRITING, OF SUCH DEVIATIONAT THE TIME OF SUBMISSION AND STP HAS GIVEN WRITTEN ACCEPTANCE TO THE SPECIFIC DEVIATION. THECONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SHOPDRAWINGS BY STP'S REVIEW THEREOF.THE CONTRACTOR SHALL DRAW ATTENTION TO ALL DEVIATIONS FROM THE CONTRACT DRAWINGS AND INCLUDEREASONS FOR SUCH DEVIATIONS WITH THE SUBMITTED SHOP DRAWINGS. IN ADDITION, THE CONTRACTORSHALL DIRECT SPECIFIC ATTENTION, IN WRITING OR ON RESUBMITTED SHOP DRAWINGS, TO REVISIONS OTHERTHAN THOSE REQUESTED BT STP ON PREVIOUS SUBMITTALS.REFER TO SAMPLE SHOP DRAWING STAMP AND ACTION LEGEND ELSEWHERE ON STRUCTURAL DRAWINGS FORFURTHER CLARIFICATION.RESUBMITTED SHOP DRAWINGS THAT WERE PREVIOUSLY ACCEPTED WILL BE NOT REVIEWED UNLESS REVISIONSARE CLOUDED. ONLY CLOUDED ITEMS WILL BE RE-REVIEWED.ALL SHOP DRAWINGS THAT ARE RECEIVED WITHOUT FIRST BEING REVIEWED AND STAMPED BY THE CONTRACTORWILL BE RETURNED UNREVIEWED.5.FOUNDATION:1.2.3.4.5.6.7.8.9.FOUNDATIONS SHALL BE SUPPORTED DIRECTLY ON A 6" LAYER OF CRUSHED STONE PLACED ON THEOVER-EXCAVATED SURFICIAL FILL LAYER. FOUNDATIONS SHALL HAVE A SAFE BEARING VALUE OF ATLEAST 3 KIPS PER SQUARE FOOT UNDER FOOTINGS.THE ESTIMATED ELEVATION OF THE BOTTOM OF EACH FOOTING IS INDICATED THUS: [X'-X”].BENEATH ALL INTERIOR SLABS, PROVIDE A 15 MIL VAPOR BARRIER OVER MIN. 6" OF STRUCTURAL FULLOR 34" CRUSHED STONE WHICH IS PLACED OVER THE NATURAL SUBGRADE. SEE ARCHITECTURALDRAWINGS FOR INSULATION REQUIREMENTS UNDER THE SLABS-ON-GRADE.UNLESS NOTED OTHERWISE, NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS RETAININGEARTH UNLESS WALLS ARE SUFFICIENTLY BRACED TO PREVENT MOVEMENT OR STRUCTURALDAMAGE. ALL WALLS RELY ON THE SLABS-ON-METAL DECK OR SLABS-ON-GRADE AT THEIR TOP ANDBASE FOR RESISTING LATERAL EARTH PRESSURES. NO NEW OR EXISTING WALLS TO BE RE-USED AREDESIGNED AS RETAINING WALLS.NOTE WELL THE GEOTECHNICAL REPORT REQUIREMENTS FOR PREPARATION OF THE SITE. THE SITEIS UNDERLAIN BY A COMPRESSIBLE LAYER OF VARVED SILT, SAND, CLAY LAYER. ALSO, ANYUNSUITABLE SOIL FOUND DURING EXCAVATION SHALL BE REMOVED AND REPLACED WITH CLEANSTRUCTURAL FILL MEETING THE GEOTECHNICAL ENGINEER'S SPECIFICATIONS.NO SLABS ARE DESIGNED FOR HYDROSTATIC UPLIFT.FOR CONSTRUCTION DURING WINTER CONDITIONS, FOUNDATION AND FLOOR SLABS SHALL BEPROTECTED FROM FREEZING TEMPERATURES UNTIL CONCRETE ACHEIVES REQURIED STRENGTH.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PRELIMINARY GEOTECHNICAL ENGINEERINGRECOMMENDATIONS NORTHAMPTON LUMBER SITE PREPARED BY O’REILLY, TALBOT & OKUNASSOCIATES, INC DATED JANUARY 6TH, 2015.10.DESIGN LOADS:BUILDING (CONT.):ALL STRUCTURAL LUMBER AND THEIR CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OFTHE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND SUPPLEMENT "DESIGNVALUES FOR WOOD CONSTRUCTION."ALL WOOD FRAMING EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATEDSOUTHERN PINE NO. 2 OR BETTER, OR WOLMANIZED PSL .ALL STRUCTURAL WOOD FRAMING (JOISTS, RAFTERS, STUDS AND LINTELS) SHALL BESPRUCE-PINE-FIR NO.1/NO. 2 OR BETTER WITH Fb - 875 PSI; Fv - 135 PSI; E - 1,400,000 PSITOP PLATES AND SILL PLATES OF ALL STRUCTURAL WALLS SHALL BE SOUTHERN PINE NO. 2 ORBETTER.PROVIDE DOUBLE STUDS (MINIMUM) UNDER ALL HEADERS, OR BUILT UP BEAMS UNLESSOTHERWISE NOTED. SUCH STUDS SHALL CONTINUE FROM THE POINT OF LOAD APPLICATION TOTHE FOUNDATION.ALL CONNECTIONS SHALL CONFORM TO THE CURRENT EDITION OF THE NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION, AND THE CONTRACT DOCUMENTS.ALL STEEL HARDWARE SHALL BE HOT-DIPPED GALVANIZED. PROVIDE AND INSTALL STAMPED ANDFABRICATED STEEL OF THE TYPE INDICATED AS REQUIRED IN THE CONSTRUCTION DOCUMENTS ORCONNECTION SHOP DRAWINGS. NAILS SHALL BE THOSE FURNISHED BY THE MANUFACTURER FORTHIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE HANGER OR ANCHOR."TECO" OR "SIMPSON" HANGERS, CONFORMING TO THE REQUIREMENTS INDICATED, SHALL BEPROVIDED. ALL TRUSS, TJI AND LVL/PSL HARDWARE SHALL BE SPECIFIED BY THE TRUSSMANUFACTURER.STRUCTURAL WOOD MEMBERS SHALL NOT BE CUT, NOTCHED OR PIERCED IN EXCESS OF THELIMITATIONS SPECIFIED IN THE MASSACHUSETTS STATE BUILDING CODE.APA RATED ROOF AND FLOOR SHEATHING SHALL BE T & G PLYWOOD ONLY AND NAILED WITH 10dNAILS @ 6" O.C. ALONG DIAPHRAGM BOUNDARIES AND AT ALL SUPPORTED EDGES. PROVIDE 10dNAILS @ 12" O.C. AT ALL INTERMEDIATE SUPPORTS. SEE S-005 FOR DETAIL.UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL STUD WALLS SHALL BE CAPPED WITHDOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING CORNERS AND WALLINTERSECTIONS. TOP PLATES SHALL BE OFFSET NOT LESS THAN 48 INCHES.ALL WALL SECTIONS NOTED AS SHEARWALLS ON PLANS SHALL BE CONSTRUCTED WITH THESHEATHING PROPERLY FASTENED TO THE WALL STUDS, SOLE PLATE AND TOP PLATES INACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ALL VERTICAL JOINTS OFPANEL SHEATHING SHALL OCCUR OVER STUDS AND ALL HORIZONTAL JOINTS SHALL OCCUR OVERBLOCKING AT LEAST EQUAL IN SIZE TO THE STUDS.17.ALL EXTERIOR WALL AND INTERIOR SHEAR WALL SHEATHING SHALL BE STRUCTURAL IPLYWOOD SHEATHING. SEE PLAN NOTES FOR NAIL SIZES AND SPACINGS.SPECIAL LOADING: (a) GUARDRAILS / HANDRAILS: 200 POUND CONCENTRATED LOAD, OR: 50 PLF UNIFORMLY DISTRIBUTED LOADCOMPOSITE STEEL FLOOR DECK UNITS SHALL BE FORMED FROM SHEETS CONFORMING TO ASTMA653, GRADE 33. BEFORE FORMING, SHEETS SHALL BE COATED WITH A ZINC COATINGCONFORMING TO ASTM A653, G60 COATING. STEEL FORM DECK SHALL HAVE THE FOLLOWINGCROSS-SECTIONAL PROPERTIES (PER FOOT OF WIDTH):3" DEEP - 18 GA USD LOK-FLOOR(OR EQUAL)I= 1.324 IN4SP = 0.832 IN3SN = 0.832 IN32.1.REINFORCED CONCRETE MASONRY:1.ALL REINFORCED CONCRETE MASONRY SHALL CONFORM TO LATEST EDITION OF THE NCMA"SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD-BEARING CONCRETEMASONRY".2.CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C90, GRADE N TYPE I, MEDIUMWEIGHT (115 PCF MAX.).3.CONCRETE MASONRY UNITS SHALL HAVE AN AVERAGE MINIMUM COMPRESSIVE STRENGTHOF 3000 PSI ON THE NET AREA, UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THESECTIONS.4.MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S.5.GROUT SHALL CONFORM TO ASTM C476, FINE TYPE, AND SHALL HAVE A MINIMUM 28 DAYCOMPRESSIVE STRENGTH OF 3000 PSI.6.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED.7. THE WORK IN PROGRESS WILL BE INSPECTED AND EVALUATED FOR ACCEPTANCE.8. COMPRESSIVE STRENGTH OF MASONRY ASSEMBLY SHALL BE EQUAL OR EXCEED fm'=2000PSI9. COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY THE PRISM TEST METHODIN ACCORDANCE WITH ASTM E477 METHOD B, OR IN ACCORDANCE WITH UBC 1991 EDITION,TABLE NO. 24-C.IN ADDITION TO MATERIALS SHOWN BY THESE DOCUMENTS, CONTRACTORS SHALL PROVIDE A SEPARATE ALLOWANCE IN THEIR BID PRICES FOR THE FOLLOWING QUANTITIES OF MATERIALS (INCLUDING INSTALLATION) WHICH, IF NEEDED, WILL BE SPECIFIED AT A LATER TIME AND AT THE DISCRETION OF THE ENGINEER OF RECORD. IF THIS MATERIAL IS NOT USED,STRUCTURAL STEEL: 5% OF TOTAL STEEL TONNAGEa. 3000 PSI NORMAL WEIGHT: 5% OF TOTAL VOLUMEb. 4000 PSI NORMAL WEIGHT: 5% OF TOTAL VOLUMEFORMWORK 5% OF TOTALGALVANIZED STEEL DECKING 5% OF TOTAL DECKCAST-IN-PLACE CONCRETE:THE OWNER SHALL NOT BE BILLED:SEPARATE ALLOWANCES* SEE PLAN NOTES FOR UNIFORM LOADS.STRUCTURAL STEEL:1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17. SUPPORTS AND STRESSES ON ALL MEMBERS INCLUDING PLATES. D. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS, REACTIONS AT OF FLOOR AND ROOF TRUSSES TO ACCOMMODATE MECHANICAL DUCTS THAT ARE WIDER THEN TYPICAL TRUSS SPACING.SOIL LOADS A. EQUIVALENT FLUID PRESSURE ON FOUNDATION WALLS: RIGID WALLS 60 PCF CANTILEVERED WALLS 40 PCF B. PASSIVE EARTH PRESSURE: 120 PSF C. FRICTION COEFFICIENT: 0.35 (TO BE USED WITH A 1.5 FACTOR OF SAFETY)5.ROOF TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD DEFLECTION LIMIT OF L/360AND A TOTAL LOAD DEFLECTION LIMIT OF L/240.8.GENERAL NOTESTYPICAL DETAILSTYPICAL DETAILS AND SCHEDULESTYPICAL DETAILSGROUND FLOOR / FOUNDATION PLANCONCRETE PILASTER AND STEEL COLUMN BASE DETAILSSECOND FRAMING FLOOR PLANTHIRD FRAMING FLOOR PLANFOURTH FLOOR FRAMING PLANROOF FRAMING PLANSECTIONSSECTIONSSECTIONSSECTIONSSTRUCTURAL WALL SCHEDULESTRUCTURAL DRAWING INDEX DRAWING NUMBERDRAWING NAMES001S002S003S004S101S101AS102S103S104S105S200S201S202S203S301REINFORCING STEEL 5% OF TOTAL REINF TONNAGE(BARS & WELDED WIRE FABRIC):Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S001-S004.dwgGENERAL NOTESS001 PAD DETAILTYPICAL HOUSEKEEPINGROUGHEN SURFACE(ACI 318-83, ART. 11.7.9)**#4@12" EACHWAY*SEE MECH. DWGS.FOR SIZE ANDLOCATIONSLABCONCRETE WALLOPENINGSOF ALLCORNERSCHAMFEROPENINGSIDE OFFACE) EACH2-#5 (1 EACHOPENINGSIDE OFFACE) EACH2-#5 (1 EACH2'-0"(TYP.)12"(TYP.)2'-0"(TYP.)TYPICAL ADDED REINFORCING AT OPENING2'-0"TYPICAL CONCRETE STAIR SUPPORTED ON GRADE2" CLEAR (TYP.)5" SLAB#4@12" E.W.2-#5 EA. FACETOP & BOT. AT STRUCTURAL SLABS(MID. DEPTH ONLY AT SLABS-ON-STEEL DECK)ENDPILASTERSINTERSECTIONCORNER(2)- #5CORNER BARS TOMATCH HORIZONTALREINF.NOTE ANOTE A 16 D16 DNOTE ADOWELS TO MATCHHORIZONTAL REINF.PROVIDE TYPICALSUPPLEMENTALCORNER BARSFOR REINF.SEE PLANSAND DETAILSHORIZONTAL WALL REINF.SHALL BE CONTINUOUSTHROUGH PILASTERSNOTE AEND BARS TO MATCHHORIZONTAL REINF.CORNERINTERSECTIONPILASTERSENDTYPICAL SUPPLEMENTAL REINFORCING DETAILS FOR CONCRETE WALLSNOTE A: REFER TO TENSION LAP SPLICE LENGTH (OTHER BARS)IN "REBAR DEVELOPMENT AND LAP SPLICE LENGTHS TABLE".NOTE ANOTE ACORNER BARS TOMATCH HORIZONTALREINF.16 DNOTE ADOWELS TO MATCHHORIZONTAL REINF.PROVIDE TYPICALSUPPLEMENTALCORNER BARSFOR REINF.SEE PLANSAND DETAILSHORIZONTAL WALL REINF.SHALL BE CONTINUOUSTHROUGH PILASTERSNOTE A1- #5END BARS TO MATCHHORIZONTAL REINF.AT SINGLE LAYER OF REINFORCINGAT DOUBLE LAYER OF REINFORCINGTYPICAL CONSTRUCTION JOINT DETAILSWALLNOTE ANOTE ACONSTRUCTION JOINTS FOR WALLS SHALLBE SPACED NO GREATER THAN 40'-0" APART,UNLESS CONTROL JOINTS ARE PROVIDED TOMEET THE SAME SPACINGADD DOWELS TO MATCH HORIZONTAL WALLREINF. (NOTE: ADDITIONAL DOWELS NOTREQUIRED IF WALL REINF. EXTENDS MINIMUMLAP LENGTH BEYOND JOINT)2"x4" KEY WITHBEVELED SIDESA CONSTRUCTION JOINT (OR A CONTROLJOINT) SHALL BE LOCATED BETWEEN 6xTAND 9xT FROM WALL CORNERS, WHERE"T" IS THE WALL THICKNESS (ONE SIDE OFCORNER ONLY)"T"EQ.EQ.EXTEND W.W.F. 12"MIN. BEYONDCONSTRUCTION JOINTEXTEND W.W.F. 12"MIN. BEYONDCONSTRUCTION JOINTTOP REINF. IN COMPOSITESLAB OVER GIRDERS (SEEPLANS AND DETAILS)COMPOSITE SLAB (PARALLEL TO BEAMS)COMPOSITE SLAB (PARALLEL TO GIRDERS)CONSTRUCTION JOINTSPARALLEL TO GIRDERS SHALLBE NO CLOSER THAN 1'-0"FROM END OF TOP REINF.CONSTRUCTION JOINTTYPICAL SLABW.W.F.CONTROL JOINTTYPICAL SOIL-SUPPORTED SLAB-ON-GRADE DETAILSDEPRESSIONINSIDE CORNER SLAB EDGE PLAN18" WIDE x 14 SLAB THICKNESSSAWCUT MADE AFTER ADJACENTSLAB IS PLACED. FILL WITHJOINT SEALANT. *38"Ø x 16" LONGPLAIN GREASEDBARS @ 16"18" WIDE x 14 SLAB THICKNESS SAWCUT.FILL WITH JOINT SEALANT. * (CUTS TO BEMADE WITHIN 24 HOURS AFTER SLABPLACEMENT). REFER TO PLANS FORCONTROL JOINT SPACING AND LOCATION.INTERIORSLAB-ON-GRADE* SEALANT TO BEUSED ONLY ATEXPOSED SLABS.FILL JOINTS WITHNON-SHRINK GROUTAT SLABS TO BECOVERED WITH TILE,CARPETING, ETC.6"** ADD (2)- #5 x 4'-0" DIAGONAL BARS AT EACHCORNER OF DEPRESSIONS > 4" DEEP.FOUNDATIONWALL(1)- #5 x 4'-0"LONG2'- 0 "3"CONC. BRICK SUPPORTS@ 3'-0" O.C. EACH WAY SEE GENERALNOTES / SECTIONS FOR FOUNDATION DETAILSSEE PLAN DEPRESSION (8" MAX.)(SEE PLAN **)T T21T(MIN.)11SEE PLAN AND DETAILS FORFOOTING SIZE & REINFORCING18"(MIN.)TYPICAL ELEVATION OF CONTINUOUSSTEPPED WALL FOOTINGTYPICAL SLABON STEEL DECKW.W.F. ORREINF. BARSSTEELDECKSLAB BOLSTERS WITH RUNNERS(CONT.) LOCATED AT STEEL BEAMSAND AT MIDSPAN BETWEEN BEAMSLOCATE W.W.F. 1" BELOW TOP OF SLABW.W.F.#4@12" O.C.(1)- #4 CONTIN.W.W.F.1'-0"(2)- #5 CONTIN.10"18" MAX. SEE PLAN 8" MAX.8"SEE PLAN W.W.F.ROUGHEN SURFACE PRIORTO PLACING UPPER SLABTYPICAL CHANGE IN ELEVATION AT SLAB-ON-GRADEW.W.F.TYPICAL MASONRY - STEEL DETAILS 16" O.C. VERT. 2. ANCHORS SHALL BE LOCATED A MAXIMUM SHALL BE FILLED WITH GROUT OR MORTAR.NOTES: 1. ALL BLOCK CORES THAT RECEIVE ANCHORSAS REQUIRED)ANCHOR (LENGTH12 GA. CHANNEL-SLOTHSS STEEL COLUMNCAULKING (TYPICAL)MORTAR JOINT WITH8" LONG MIN.ANCHOR (TYP.)12 GA. CHANNEL-SLOTHSS STEEL COLUMNCHANNEL-SLOT (TYP.)WELDED TO COLUMN(HSS SHAPES)(HOLES TO BE CUT IN FIELD BY MECHANICAL CONTRACTOR)TYPICAL PIPE HOLE DETAIL THROUGH BEAMPLATE NOT REQUIRED= D/2 DIAMETER WITH 6"Ø MAX.MAXIMUM SIZE OF HOLESADD 14" PLATE EA. SIDE(HOLE DIA. + 4" SQ.)316D/2 D/2 3ØMIN.3ØMIN.2 DMIN.DL/3L/3L/3L2D MIN. (TYP.) FROM ALLINTERSECTING BEAMSTYPICAL BEAM PENETRATION DETAILAASECTION A-ATYP.14R=12" (TYP.)REINFORCEMENT PLATES ON EACHSIDE OF BEAM WEB. THICKNESS =BEAM FLANGE THICKNESS, t f;WIDTH = 12 BEAM FLANGE WIDTH, bf/2NOTES:1.CIRCULAR HOLES WITH Ø < D/2 MAY BE MADE AT MID-DEPTH OF BEAMS NOTSUPPORTING OTHER BEAMS AS FOLLOWS:a.IN MIDDLE 1/3 OF SPAN:NO REINFORCING REQUIREDb.IN END 1/3's OF SPAN:REINFORCE WITH 14" PLATE 4" LARGER THAN HOLEWELD PLATE TO BEAM WEB WITH 14" FILLET WELD ALL AROUNDc.MINIMUM SPACING OF OPENINGS = 3Ød.OPENINGS MUST BE AT LEAST 3Ø OR 2'-0" AWAY FROM END SUPPORTS2.REINFORCED RECTANGULAR OPENINGS AS DETAILED ABOVE SHALL NOT BESPACED CLOSER THAN 2 L APART.EQ.EQ.DLDH D 12" (TYP.)tftfbfWHERE REQUIRED16 GA. CLOSURESTEEL DECKCUT STEEL DECKAS REQUIREDWHERE SHOWN ON PLANSHEAR CONNECTORSDECK SPAN PARALLEL TO STEEL BEAMTYPICAL DETAIL AT STEELBEAM OR GIRDERTYPICAL W-BEAM TO HSS-COLUMN MOMENT CONNECTIONSW-BEAMNOTE: PROVIDE 38" THICK REINFORCING PLATE AT FACE OFHSS-COLUMN IF THICKNESS OF COLUMN IS LESS THAN 516"W-BEAMBACKING BARTO REMAINHSS-COLUMNREMOVE BACKING BAR,BACKGOUGE ROOT PASSAND REWELD WITH FILLETWELDS TOP AND BOTTOMOF BOTTOM FLANGE3838SEE "TYPICAL W-BEAM TOBEAM/COLUMN SINGLEPLATE CONNECTION" DETAILFOR CONNECTION DETAILSOVER/UNDER FOUNDATION WALL FOOTINGSTYPICAL DETAIL AT PIPES PASSINGADD #5 EA. FACE(4 LOCATIONS)FOUNDATIONWALLSLEEVED OPENING 2"LARGER THAN PIPE ØADD (2)- #6 MID.IN FOOTINGCONT. FOOTING11SLEEVED OPENING FORPIPE OR CONDUIT TO BE2" LARGER THAN PIPEPASSING THROUGH (TYP.)CONCRETE TO BESAME WIDTH ASFOOTING ABOVE6" MIN. 6" MIN. 6" MIN.8"SLEEVE Ø8"Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S001-S004.dwgTYPICAL DETAILSS002ADDENDUM #52017-05-231 WALL TYPE /LOCATIONWALLTHICKNESS8"8"VERT.REINF.MINIMUM CONCRETE MASONRY WALLREINFORCING SCHEDULESEE SCHEDULEAS PER SCHED. (MAX.)TYPICAL DETAILCORNER DETAILLINTEL BRG. ABOVEMAS. OPNG.BEND & HOOKSIDE ROD OFTRUSS REINF.TERMINATE REINF.AT LINTEL ABOVEADD FULL HEIGHTREINF. ADJACENTTO LINTELEND DETAILADDITIONALVERT. BARAT CORNER(NOMINAL) THOSE INDICATED.2. WALL THICKNESS NOT SHOWN SHALL BE A MULTIPLE OF AS A WALL OF THE NEXT HIGHEST THICKNESS.1. WALLS OF FRACTIONAL THICKNESS SHALL BE REINFORCEDNOTES:#4 @ 18"#4 @ 18"#4 @ 12"#4 @ 18"212",13",14"29",10",11"#4 @ 18"#4 @ 12"16",7",8"VERTICALTHICKNESSWALLREINFORCINGHORIZONTALREINFORCINGNO. OF ROWSEACH WAYMINIMUM CONCRETE WALLREINFORCING (GRADE 60)(UNLESS OTHERWISENOTED IN SECTION)SIZEBARf' =3ksi, NORMAL WEIGHTTENSIONCATEGORYTOP BARSOTHER BARSCATEGORY123456654321178145114905069362316162229554072911161421622274835638010212516222739325164811001622273832455773891622273832434858719376635642493528211169474594249352821130106836642503528211621321048246633528211851511199452713728212130468965117148188231#11#10#9#8#7#6#5#4#31.201.501.201.31OTHERBAR COVER AND SPACINGCOVER > 3d AND C.-C. SPACING > 7d COVER < 3d OR C.-C. SPACING < 7d NOTES:DEVELOPMENT LENGTH AND SPLICE TABLE123456OTHER BARSCATEGORY1541269978445931201616192548356379101123161923423155698810816192333284456708616192333283950637716192333283742506265432180655548364230241810082645136423024181129272573643302418140114907140543024181601311038145623224181826407757102129163200CATEGORYTOP BARS#11#10#9#8#7#6#5#4TENSION#3SIZEBARcf' =4ksi, NORMAL WEIGHTBEAMS, COLUMNS& INNER LAYER OFWALLS OR SLABSALL OTHERSSTRUCTURALELEMENTCOVERCONCRETE< dbb> d> d , < 2db< d> 2dbbbb< 3d> 3dbb< 4d11311113423126515631< 6dbb> 4d> 6dbCATEGORY, ACCORDING TOCENTER-TO-CENTER BAR SPACINGDEVELOPMENT LENGTHALL BARS: 22 d > 8"#3 THROUGH #11: 30 d > 12"LAP SPLICE LENGTHCOMPRESSION (ALL CONCRETE STRENGTHS)TYPICAL ABBREVIATIONSd = NOMINAL BAR DIAMETER> = GREATER THAN> = EQUAL TO OR GREATER THAN< = LESS THAN< = EQUAL TO OR LESS THANCATEGORIESBARSTOPBARSc1.LENGTHS ARE BASED ON f = 60 KSI AND NORMAL WEIGHT CONCRETE.1.2.TENSION LAP SPLICE LENGTHS ARE FOR "CLASS B" SPLICES. LESSER SPLICELENGTHS MAY BE SUBMITTED BY THE CONTRACTOR PROVIDED FULLCALCULATIONS AND REFERENCE TO THE APPLICABLE PORTIONS OF ACI318-95 ACCOMPANY THE SUBMITTAL.3.TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12 INCHESOF FRESH CONCRETE IS PLACED IN THE MEMBER BELOW THE BAR.4.WHERE BARS OF DIFFERENT SIZES ARE SPLICED, LAP SPLICE LENGTH SHALLBE AS REQUIRED FOR THE LARGEST BAR.5.CATEGORY 1 OR CATEGORY 2 LAP SPLICE LENGTHS MUST BE APPROVED BYTHE ENGINEER.6.#11 AND SMALLER EDGE BARS WITH CENTER-TO-CENTER SPACING NOT LESSTHAN 6d ARE ASSUMED TO HAVE A SIDE COVER NOT LESS THAN 2.5d ,OTHERWISE CATEGORY 5 APPLIES RATHER THAN CATEGORY 6.7.WHERE LIGHTWEIGHT AGGREGATE CONCRETE IS SPECIFIED, MULTIPLY THEABOVE TENSION VALUES BY A FACTOR OF 1.3.8.FOR EPOXY-COATED REINFORCING BARS, MULTIPLY THE VALUES ABOVE BYONE OF THE FOLLOWING FACTORS:ELEVATOR SHAFT WALLS(FULL HEIGHT OF BUILDINGAND STAIR SHAFT WALLSUP TO LEVEL 2)#5 @ 32"VERT. REINF. IN CENTERS OF CELLS.PROVIDE 48 DIA. LAP AT ALL BARSPLICES (TYPICAL) GROUT ALLCELLS SOLIDBOND BEAM LINTEL#5@16" O.C.2-#5B U.O.N.SHORE UNTILFm=3000psiJOINT REINF.TRUSS-TYPEWALL REINF. ATEA. COURSE(TYPICAL)HORIZ. BOND BEAMREINFORCINGSEE S-302NOTES:A.REFER TO PLANS & SECTIONS FOR REQUIREMENTS OF DOWELS AND FOR ANY REINFORCINGREQUIREMENTS MORE STRINGENT THAN IN THIS SCHEDULE;B.WHERE APPLICABLE, HORIZONTAL BOND BEAM REINFORCING SHALL BE DOWELED INTO ADJACENTCONCRETE FOUNDATION WALLS (WITH EPOXY) OR WELDED TO STEEL COLUMNS WHERE INTERRUPTED;C.ALL ELEVATOR AND STAIR SHAFT WALLS SHALL HAVE ALL CELLS GROUTED SOLID WITH 3000 PSI GROUT.ALL OTHER WALLS SHALL HAVE ALL CELLS WITH VERTICAL REINFORCING GROUTED SOLID WITH 3000 PSIGROUT;D.REFER TO PLANS AND SECTIONS FOR TOP OF WALL TO FLOOR FRAMING CONNECTIONS.E.WHERE NOTED, PROVIDE ONE #8 BAR IN EACH CORNER CELL AT CORNERS OF INTERSECTION WALLS,AND ONE #5 BAR EACH OF THE TWO END CELLS AT EACH JAMB/END OF THE WALLS.ELEVATION AT OPENINGDEPTH (D)AND PARTITION WALLSFOR LOADBEARINGCMU LINTEL SCHEDULEWIDTH (W)8"8"8"6"6"REINF.UP TO 5'-0"5'-0" TO 6'-0"UP TO 6'-0"6'-0" TO 7'-0"7'-0" TO 10'-0"8"16"8"8"8"OPENING2-#52-#72-#71-#52-#5MASONRYSEE JAMB DETAILOPNG.MIN. 2'-0"PROVIDE SHORINGUNTIL MASONRYACHIEVES fm=2000 PSISEE WALL SCHED.FOR VERT. REINF.SEE LINTEL SCHED.EXTEND 2'-0"BEYOND EDGES(JAMBS) OF OPENINGS(OVER ALL OPENINGS)LINTEL/BOND BEAM DETAILLINTEL SCHEDULE3. PROVIDE 8" OF BEARING EACH END OF ALL LINTELS. PROPERTIES FOR 4" WALL THICKNESS. TO OR GREATER THAN 1.5 TIMES ANGLE BUILT-UP SECTION WITH PROPERTIES EQUAL THICKNESS. FOR 6" WALLS PROVIDE TEE OR2. PROVIDE ONE ANGLE FOR EACH 4" OF WALL WHERE LINTEL BLOCKS ARE PROVIDED.1. PROVIDE LINTELS OVER ALL OPENINGS EXCEPTNOTES:MASONRYOPENINGUP TO 3'-0"3'-1" TO 4'-6"4'-7" TO 6'-0"6'-1" TO 8'-0"LINTEL SIZE4. PROVIDE GALVANIZED STEEL AT EXPOSED AREAS.LOOSE STEELL 312 x 312 x 516L 4 x 312 x 38 (4" LEG VERT.)L 5 x 312 x 38 (5" LEG VERT.)L 6 x 312 x 38 (6" LEG VERT.)ALL OTHER WALLS(NON-BEARING WALL -SHALL BE BRACED AT TOPWALL TO FRAMING ABOVE)8"-DP. BOND BEAMS W/ 2-#5 AT TOPAND AT MID-HEIGHT OF THE WALLSEE S-302W1.7 (9 GAGE) TRUSS-TYPE@ 16" O.C.HORIZ. JOINTREINFORCINGSEE S-302SHEAR CONNECTIONTYPICAL W-BEAM TO BEAM/COLUMNMIN. NUMBER OFROWS OF BOLTSMINIMUM SHEARCAPACITY (KIPS)MINIMUM SHEAR CONNECTIONREQUIREMENTS (ASD LOADS)38" (MIN.) THICKx 4" WIDE PLATEA325 BOLTSSPACED @ 3" O.C.GIRDERBEAM DEPTH216.5W10s & LESS328.8W12s & W14s441.5W16s & W18s6866.5W24s90.8W30s1414(SIMILAR AT BEAM TO COLUMN CONNECTIONS)10115W36s554.1W21sBEAM212"9103W33s778.7W27sNOTES:1.SIMILAR AT BEAM TO COLUMN CONNECTIONS.2.THE STEEL FABRICATOR SHALL DESIGN ALL CONNECTIONS FOR SHEAR REACTIONS GIVENON PLANS OR IN SECTIONS. IF NO REACTION IS GIVEN, THE MINIMUM SHEAR CAPACITIESIN THE TABLE ABOVE SHALL BE MAINTAINED.3.THE STEEL FABRICATOR HAS THE OPTION TO USE ALTERNATE CONNECTION TYPES IN LIEUOF SINGLE PLATE CONNECTIONS, PROVIDED THAT THE MINIMUM SHEAR CAPACITIES ANDNUMBERS OF BOLTS AS DEFINED IN THE TABLE ARE MAINTAINED, AND THE STEELFABRICATOR PROVIDES FULL CALCULATIONS OR REFERENCES TO AISC STANDARDCONNECTION TABLES.4.WHERE SHORT-SLOTTED HOLES ARE USED, THE HOLE MAY BE SLOTTED IN EITHER THEBEAM WEB OR THE SHEAR PLATE AT THE FABRICATOR'S PREFERENCE.5.MINIMUM SHEAR CONNECTION REQUIREMENTS ARE FOR ALLOWABLE STRENGTH DESIGN(ASD).11126W40sCLW-BEAMTYP.BOLT HOLE TYPESTANDARD ORSHORT -SLOTTEDSTANDARD ORSHORT -SLOTTEDSTANDARD ORSHORT -SLOTTEDSTANDARD ORSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDREFER TO S102 FOR MORESTRINGENT REQUIREMENTSWHICH SHALL GOVERN OVER THISSCHEDULE WHERE APPLICABLE.TYPICAL REINFORCEMENT AND EDGE CONDITION DETAIL FOR DECK SUPPORTED COMPOSITE SLABS5" TO 8"3" TO 5"SEE PLAN(2'-6" MAX.)L1 /6(3'-0" MIN.)SEE PLANL2 /6(3'-0" MIN.)NOTE CL1L2OVERHANG2" TO EDGE OF POUR STOP(1)- #4 CONT.(LAP AT CORNERS)16 GAUGEPOUR STOP16 GAUGE DECKEND CLOSURECOMPOSITE DECK TOCANTILEVER TO EDGE OF DECKMEMBER PERPENDICULARTO DECK SPANCOMPOSITESTEEL DECKMEMBER PERPENDICULARTO DECK SPANMEMBER PERPENDICULARTO DECK SPAN(1)- #4 CONT.(LAP AT CORNERS)38" BENT PLATEPOUR STOPNOTE #4212"1@121/4#4@12" O.C. TOPCONT. CHAIRS FORW.W.F. SUPPORTOVER ALL BEAMS114" COVERFOR W.W.F.W.W.F. (SEEPLANS FOR SIZES)#4@12" O.C. TOPL1 /6(3'-0" MIN.)L2 /6(3'-0" MIN.)L1L2SEE PLANOVERHANG2" TO EDGE OF POUR STOPMEMBER PARALLELTO DECK SPAN(1)- #4 CONT.(LAP AT CORNERS)NOTE #4212"1@121/4SEE PLANOVERHANG2" TO EDGE OF POUR STOPMEMBER PARALLELTO DECK SPAN(1)- #4 CONT.(LAP AT CORNERS)LIGHT GAUGE OR BENT PLATEPOUR STOP (SEE SCHEDULE)1@121/4CONT. CHAIRS FORW.W.F. SUPPORTOVER ALL BEAMSNOTE CL1 /6(3'-0" MIN.)L2 /6(3'-0" MIN.)MEMBER PARALLELTO DECK SPANMEMBER PERPENDICULARTO DECK SPAN#4@12" O.C. TOPCONT. CHAIRS FORW.W.F. SUPPORTOVER ALL BEAMS#4@12" O.C. TOP114" COVERFOR W.W.F.W.W.F. (SEEPLANS FOR SIZES)NOTE #B#5@12" TOP OVERINTERIOR GIRDERSCOMPOSITESTEEL DECKSEE PLAN FOR COMPOSITESLAB COMPOSITIONINTERIOR EDGESEXTERIOR EDGESINTERIOR EDGESEXTERIOR EDGESPERPENDICULAR TO DECK SPANPARALLEL TO DECK SPANSLAB OVERHANGBEYOND EDGEOF FLANGEPOUR STOP SIZE< 3"8" TO 11"11" TO 13"16 GAUGE516" BENT PLATEPOUR STOP SCHEDULE13" TO 16"16" TO 20"> 20"14 GAUGE12 GAUGE10 GAUGE516" BENT PLATEINTERIOR EDGESEXTERIOR EDGES516" BENT PLATE516" BENT PLATE516" BENT PLATE38" BENT PLATE12" BENT PLATEREFER TO SECTIONSPOUR STOP NOTES:1.THE ABOVE TABLE INDICATES MINIMUM POUR STOPREQUIREMENTS. REFER TO SECTIONS AND DETAILS FORFURTHER REQUIREMENTS.2.IN THE CASE OF CONFLICT BETWEEN THE SCHEDULE AND ADETAIL, THE DETAIL SHALL GOVERN.3.PROVIDE BENT PLATE POUR STOPS AT ALL EXTERIOR SLABEDGES, UNLESS OTHERWISE NOTED. AT INTERIOR OPENINGS,PROVIDE TYPICAL LIGHT GAUGE POUR STOP, UNLESSOVERHANG DIMENSION REQUIRES A BENT PLATE.4.PROVIDE 34"Ø x 6" LONG HEADED STUDS @24" O.C. WELDED TOALL BENT PLATES, U.O.N. ON PLAN OR SECTIONS ( 212" FROM TOPOF CONCRETE TO CENTER OF STUD).NOTES:A.TYPICAL FOR ALL SUPPORTED SLABS UNLESS SHOWN OTHERWISE.B.DECK MUST BE IN CONTACT WITH GIRDER TO INSURE THAT FLANGE DOESNOT FALL UNDER HIGH CELL, RESULTING IN UNBRACED BEAM. WHENVOIDS OCCUR OVER A BEAM FLANGE, CUT DECK AS REQUIRED ANDPROVIDE LIGHT GAUGE DECK CLOSURE.C.UNFRAMED OPENINGS ARE TO BE BLOCKED OUT WITH FORMWORK. DECKSHALL BE CUT AFTER CONCRETE IS CURED.38" BENT PLATEPOUR STOPOF STEEL DECK TO SUPPORTING STEELTYPICAL DETAIL FOR CONNECTIONS* NOTE: FOR 3" STEEL ROOF DECK, PROVIDE WELDS @ 8" O.C.PANEL SIDE LAP: 1" LONG SEAM WELDS OR BUTTON-PUNCH @ 24" O.C.F.E.D.C.B.A.NOTES:CHANGEDOF SPANDIRECTIONABUTTING PANELS (OR END LAP)NOTE DNOTE ANOTE FNOTE BNOTE CNOTE F INTERMEDIATE SUPPORTNOTE DSIDE (LONG EDGE) SUPPORTED PANEL NOTE ENOTE ANOTE APANEL @ 3'-0" O.C. (TYP.)TACK WELDED OR SCREWED TOPANEL END - PROVIDE CLOSURE(3 SPANS MINIMUM WHERE POSSIBLE) PANEL LENGTH PANEL WIDTHPROVIDE FILLER PIECE FROMPANEL SIDE TO SUPPORTINGSTEEL WHERE PANEL HAS LESSTHAN 112" WIDE CONTACT WITHSUPPORTING STEELPANEL END: 34"Ø PUDDLE WELDS @ 12" O.C. (*)ABUTTING PANELS: 34"Ø PUDDLE WELDS @ 12" O.C. (*) EA. PANEL END LAP: 34"ØPUDDLE WELDS @ 12" O.C. (*) AT CENTER OF END LAPPANEL INTERMEDIATE SUPPORT: 34"Ø PUDDLE WELDS @ 12" O.C. (*)PANEL SIDE: 34"Ø PUDDLE WELDS @ 12" O.C.PANEL SIDE WITH FILLER PIECE: 34"Ø PUDDLE WELDS @ 12" O.C.FILLER-TO-PANEL AND FILLER-TO-SUPPORTING STEELCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S001-S004.dwgTYPICAL DETAILS AND SCHEDULESS003 JACK STUDSTYPICAL LVL DETAILSBEARING FOR DOOR ORWINDOW HEADERLVL HANGERBEAM TO BEAM CONNECTIONGROUT SOLIDIF REQ'D.CONCRETETOP OFCOLUMNPOSTBY SIMPSON OR EQUALSTD. CB COLUMN BASEBASE CONNECTION DETAILTYPICAL WOOD POST2 PLY3 PLY4 PLY12"Ø THRU-BOLTS @12" O.C.3 ROWS FOR D > 1114"2 ROWS FOR D < 1114"D STD. ACE POST CAPSBY SIMPSON OR EQUALBEAM (LVL)BY SIMPSON OR EQUALSTD. AC POST CAPSPOSTCOLUMNPOSTCOLUMNBEAM (LVL)BEAM (LVL)POSTCOLUMNAT INTERIOR CONNECTIONTYPICAL POST/BEAM CONNECTION DETAILSPOSTCOLUMNAT END CONNECTION12"12"12"3"END12"TYPICAL BUILT-UP BEAM DETAIL16d COMMON NAILSIN OUTSIDE PLIESNEAR SIDEFAR SIDE(LVL OR DIMENSIONAL LUMBER)PROVIDE SIMPSON@ EACH TRUSS"STC" TRUSS CLIPS@ 16" O.C.FLOOR TRUSSPLATE@ 4'-0" O.C.2x4 BLOCKING3/4"PARALLEL TO TRUSSES3/4"TYPICAL FRAMING AT NON-BEARING PARTITIONSFLOOR JOIST@ 16" O.C."STC" TRUSS CLIPSPERPENDICULAR TO TRUSSES@ EACH TRUSSPROVIDE SIMPSONNON-BEARING STUD WALLOR CMU WALLNON-BEARING STUD WALLOR CMU WALLTOP PLATE (OR 2x6 NAILER W/SIMPSONS 316"Ø TITEN SCREWS@32" O.C. FOR CMU WALLNOTES:OPENING2'-0" MAX.3"3"2'-0" MAX. OPENING 2"DIRECTION OFDECK SPANAT RIBSTYPICALADDED REINF. BARS PER TYP.MECHANICAL, & PLUMBING DWGS.OPENINGS, SEE ARCHITECTURAL,FOR SIZE AND LOCATION OFMIN. (TYP.)2 DECK RIBSDIRECTLY ON C4'sBARS TO BE PLACEDRIB OF DECKSLAB OPNG. DETAIL ON DWG. S-002CONCRETE SLAB ON STEEL DECKREINFORCING AT OPENINGS THROUGHPERPENDICULAR BARSTO BE PLACED BELOWPARALLEL TO C4'sBARS WHICH AREC4x5.4 ON FLAT WITH THE DETAIL ON THIS DRAWING. UNDERSLAB CHANNELS IN ACCORDANCE DIMENSION SHALL BE FRAMED WITH3. OPENINGS GREATER THAN 2'-0" IN EITHER THE OUTER DIMENSIONS OF THE CLUSTER SINGLE OPENING WITH SIZE EQUAL TO APART, TREAT THE CLUSTER AS A CLOSER THAN 3 DIAMETERS (OR EQUIVALENT) DUCT PENETRATIONS ARE CLUSTERED2. WHERE PIPE SLEEVES (OR CORES) AND1. HOLES < 6"x6" MAY BE UNREINFORCED.(UNLESS OTHERWISE NOTED ON THE PLANS)ALIGN POST/JAMB STUDSABOVE & BELOWSQUASH BLOCKS REQUIREDUNDER ALL POST/JAMB STUDLOADS WITHIN TRUSS DEPTHPOST/JAMB STUD LOADSTYPICAL BLOCKING DETAIL UNDERPOST/JAMB STUDS ATWINDOW / DOOR OPENINGSHEADER BEAMWITHIN TRUSS DEPTHRIBBOARDALIGN POST/JAMB STUDSABOVE & BELOWSQUASH BLOCKS REQUIREDUNDER ALL POST/JAMB STUDLOADS WITHIN TRUSS DEPTHPOST/JAMB STUDS ATWINDOW / DOOR OPENINGSHEADER BEAMWITHIN WALL PANELSRIBBOARDTYPE 1 TYPE 2PROVIDE SOLID BLOCKINGBETWEEN BEAM END ANDADJACENT TRUSSESDIAPHRAGM BOUNDARY4'x8' PLYWOOD PANELUSE 10d NAILS AT6" O.C. AT INTERIORSUPPORTED EDGESUSE 10d NAILS AT 6" O.C.ALONG DIAPHRAGMBOUNDARY ANDSUPPORTED EDGESAPA RATED PLYWOODSHEATHING (SEE PLANS)NAILING TO INTERMEDIATEFRAMING MEMEBERS IS ALSOKNOWN AS "FIELD" NAILING MAX.SPACING IS 12" O.C. USE 10d NAILSROOF OR FLOORJOIST (SEE PLAN)CONTINUOUSPANEL JOINTTYPICAL FLOOR / ROOF SHEATHINGCONNECTION TO SUPPORTING FRAMINGNOTE:PLYWOOD FLOORING ANDOTHER FRAMING NOT SHOWNFOR CLARITY12" THICK x DEPTH OF MEMBER x 6" LONGSHEAR PLATE WELDED TO COLUMNFACE AND (1) - 12" THICK x WIDTH OFMEMBER x 6" LONG BOTTOM PLATEWELDED TO SHEAR PLATE AND COLUMNHSS COLUMN CONNECTIONTYPICAL WOOD BEAM TOX-XHSS COL.XNOTCH WOODMEMBER FORSHEAR PLATECLHSS COL.(SEE PLAN)X6"EQ.CL34"Ø THRUBOLTS (TYP.)WOOD BEAM(SEE PLAN)2'-0"(TYP.)PRE-FAB WOOD ROOFTRUSSES (TYP.)48" OFFSET(MIN.)DOUBLE 2x6 TOPPLATE (TYP.)2x6STUDS(TYP.)16"(TYP.)48" OFFSET(MIN.)OPTION #1LSTA9 STRAP BYSIMPSON ACROSS JOINTOPTION #22x6 BLOCK NAILEDTO EACH SPLICETYPICAL TOP PLATESPLICE DETAILCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S001-S004.dwgTYPICAL DETAILSS004 12" THICKCONCRETE MATFOUNDATIONSS SSS3'-0"3'-0"S4" SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 W.W.F.T.O.C. ELEV. = 114.31'18" = 1'-0"GROUND FLOOR / FOUNDATION PLAN18" = 1'-0"BASEMENT / FOUNDATION PLANW10x26 W/ [18] - 34"Øx6" LG.@ 12" O.C. HEADED STUDSW10x26 W/ [18] - 34"Øx6" LG.@ 12" O.C. HEADED STUDSW10x12 W10x12 W10x12 W10x12W10x12[10][10]STAIROPNG.PROVIDE BEAM POCKETS IN TOPOF WALL (TYP. 6 LOCATIONS)34"x6"x12" EMBED. BRG. PLATE W/(2) - 34"Øx6" LG. HEADED STUD(TYP. 6 LOCATIONS)412" N.W. CONC. ON3" DP. x 18 GA. GALV.COMP. STL DECK[8] [8] [4]#4x6'-0" LG. @ 12"O.C. TOP BARS3'-0"3'-0"TYP.10" CONC. BASEMENT WALLSW/ #5 @ 12" O.C. E.W.I.F.(TYP. - U.O.N.)12" THICK BY 2'-6" WIDECONC. WALL FTG.REINF. W/ 3-#5 BOT.3'-0" TYP.FOR WALL AND FTG. CONTIN.SEE GROUND FLR PLANFOR WALL AND FTG. CONTIN.SEE GROUND FLR PLANINDICATES FTG STEP(TYP.)HSS4x4x38 COL.12" THICK BY 2'-6" WIDESTRIP/STRAP FTG.REINF. W/ 3-#5 TOP & BOT.2'-0" WIDE BY 1'-4" DEEPTHICKENED SLAB/STRIP FTG. REINF W/2-#5 BOT. (TYP.)12345678910ABCDEFGHJKLMQR11121314151617NPSTUVW[117.25'][116.25'][118.25'][118.25'][118.25'][118.25'][118.25'][118.25'][118.25'][117.25'][117.25'][116.25'][118.25'][117.25'][116.25'][115.25']SSS[115.25']S[115.25'][115.25']F-4.0F-4.0F-5.0F-5.0F-4.0F-4.0F-4.0F-6.0F-6.0F-6.0F-5.0F-6.0F-8.0F-9.0F-4.0F-5.0F-4.0F-9.0F-4.0F-5.0F-5.0F-4.0F-4.0F-4.0F-4.0F-5.04" SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 W.W.F.T.O.C. EL. 124.31'4" SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 W.W.F.T.O.C. EL. 119.80'4" SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 W.W.F.T.O.C. EL. 122.25'4" SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 W.W.F.T.O.C. EL. 122.75'F-6.04'-0"x6'-0" x 16" THICKFOOTING REINF. w/5-#5 B.L.W. AND7-#5 B.S.W.4'-0"6'-0"4'-0"6'-0"2'-6"9'-0"4'-0"4'-0"x9'-0" x 16" THICKCOMBINED FOOTING REINF.w/ 5-#5 TOP & BOT.L.W. AND10-#5 TOP & BOT.S.W.(LONG-WAY REINF. SHALLHAVE HOOKS EACH END)5S2005S200(TYP.)(TYP.)2S2002S2002S2002S200(SIM.)6S2001S2003S200(TYP.)1S2001S2003S2004S20011S20010S2008S20012S2009S2001S2001S2003S200(TYP.)1S20013S20014S2004'-0"x9'-0" x 16" THICKCOMBINED FOOTING REINF.w/ 5-#5 TOP & BOT.L.W. AND10-#5 TOP & BOT.S.W.(LONG-WAY REINF. SHALLHAVE HOOKS EACH END)4'-0"6'-0"HSS8x8x38 COL.HSS8x8x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.H S S 6 x 6 x 3 8 COL.HSS6x6x38 COL.3'-0"HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x58 COL .HSS6x6x58 COL.HSS6x6x38 COL.HSS6x6x3 8 COL.HSS6x6x38 COL.HSS6x6x38 COL.HSS6x6x38 COL.H S S 6 x 6 x 3 8 COL.#4x8'-0" LG. @ 12" O.C.LAPPED WITH DOWELSAT TOP OF WALL8" CONC. WALLw/ BENT DOWELSINTO HIGH SLABHSS6x6x38 COL.HSS6x6x38 COL.HSS4x4x38 COL.HSS4x4x12 COL.HSS4x4x38 COL.HSS4x4x38 COL.2'-0"1'-0"1'-0"1'-0"HSS4x4x38 COL.HSS4x4x38 COL.HSS4x4x38 COL.HSS4x4x12 COL.HSS6x6x38 COL.2'-4"CANTILEVEREDRETAININGWALL FOOTING1112STUVHSS4x4x38 COL.24"x24" CONC. PILASTERINTEGRAL w/ BASEMENTWALLS AND REINF. w/ 8 - #8VERT. AND #3 TIES @ 10" O.C.17'-1038"412"1'-112"2'-238"518"714"938"F-9.0F-4.0TYPICAL 8" CONC.WALL BEYONDBASEMENT8" CONC. WALLBEYONDBASEMENTCANTILEVEREDRETAININGWALL FOOTING478"234"15S200SLAB STEPSLAB STEP16" CONC. FDN.WALL AT BRICKw/ 712" SHELF16" CONC. FDN.WALL AT BRICKw/ 712" SHELF16" CONC. FDN.WALL AT BRICKw/ 712" SHELF8" CONC.FDN. WALL(TYP.)8" CONC.FDN. WALL(TYP.)8" CONC.FDN. WALL(TYP.)8" CONC.FDN. WALL(TYP.)16" CONC. FDN.WALL AT BRICKw/ 712" SHELFSINDICATES FTGSTEP (TYP.)S10" CONC. WALL BELOW10" CONC. WALL w/ #5@12" O.C.EACH WAY EACH FACE8" CMU WALL(NOTE #5)8" CMU WALL(NOTE #5)8" CMU WALL(NOTE #5)RAMP DOWN SLAB STEPCONC. PILASTERINTEGRAL WITH WALL(SEE DETAILS ON S101A)CONC. PILASTERINTEGRAL WITH WALL(SEE DETAILS ON S101A)STRUCTURAL WOOD STUD WALLS.REFER TO THE UPPER LEVELPLANS AND SCHEDULE ON S301FOR WALL CONSTRUCTIONS********************SWSWSWSWSWSWSWSWSWSW**SW[112.31'][112.31'][112.31'] [112.31'] [112.31']TRUNCATE F-4.0FOOTING HERETO FACE OFPROPERTY LINE.3'-3"3'-3"7'-714"4'-6"8'-1178"1'-11" F.O.FOUNDATIONTO GRID AHOLD WALL DOWN 8"AT DOORWAY ANDPOUR SLAB OVER8" CONC. FDN.WALL REINF. W/#5 @ 12" E.W.HSS6x6x38 COL.185'-4"HSS4x4x12 COL.80°16"x16" CONC. PIER REINF. WITH 4-#8VERTICALS AND #3 TIES FOR 3 @ 3"O.C. T. & B. AND @ 10" O.C. FORREMAINDER (TYP. @ CANOPY) REFERTO ARCH FOR TOP OF PIER ELEVATION3'-0"x3'-0"x12" PLAINCONCRETE FOOTING.DOWEL PIER VERTICALSINTO FTG. (TYP. @ CANOPY)8"x8" P.T. TIMBER COL. W/ARCH. BASE CONNECTION(SEE ARCH FOR BASE)(TYP. @ CANOPY)[118.25'][118.25'][118.25'][118.25']TRUNCATE F-5.0FOOTING HERETO FACE OFPROPERTY LINE.GROUND FLOOR / FOUNDATION NOTES:1.PROVIDE A 4" SLAB-ON-GRADE REINFORCED WITH 6"x6"-W2.9xW2.9 WELDED WIRE FABRICSET 114" DOWN FROM TOP OF CONCRETE. REFER TO THE PLAN FOR TOP OF CONCRETESLAB-ON-GRADE ELEVATIONS.2.UNDERSLAB PREPARATION SHALL CONSIST OF A 15-MIL VAPOR BARRIER PLACED OVER 6"OF 34" CRUSHED STONE OR STRUCTURAL FILL SUB-GRADE. REFER TO THEGEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.3.F-0.0 INDICATES A SPREAD FOOTING LOCATION CENTERED BELOW THE COLUMN ABOVE.FOR FOOTINGS REFER TO THE SCHEDULE ON THIS DRAWING. FOOTINGS SHALL BEPLACED ON THE APPROVED SUB-GRADE. FOOTINGS SHALL BEAR ON SOIL WITH A MINIMUMSAFE BEARING VALUE OF 3 KSF. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONALINFORMATION.4.UNLESS OTHERWISE NOTED, FROST FOUNDATION WALLS SHALL BE 8" THICK 4000 PSICONCRETE WITH #5@12" E.W. AT WOOD STUD BEARING WALLS. AT THE AREAS OF STEELFRAMING AND BRICK VENEER FOUNDATION WALLS SHALL BE 16" THICK REINFORCED WITH#4@12" E.W.E.F.. PROVIDE 12" THICK FOOTINGS CENTERED UNDER FOUNDATION WALLSWHICH ARE 2'-6" WIDE REINFORCED WITH THREE (3) #5 BARS BOTTOM CONTINUOUS AT 8"WALLS, AND 3'-0" WIDE REINFORCED WITH FOUR (4) #5 BARS AT THE 14" AND 16" WALLS.DOWEL VERTICAL WALL REINFORCING INTO FOOTINGS.5.WHERE NOTED, PROVIDE 8 INCH NOMINAL CMU WALLS ABOVE SLAB LEVEL (FULLYGROUTED). PROVIDE #6@24" O.C. VERTICAL AND LADDER TYPE JOINT REINFORCING WITH#9 SIZE RODS AT EVERY COURSE. U.O.N., BELOW SLAB LEVEL PROVIDE 8 INCH THICK 4000PSI CONCRETE FOUNDATION WALLS WITH #5@12" ON CENTERS VERTICAL REINFORCINGDOWELED INTO THE FOUNDATION FOOTING BELOW WITH STANDARD 90 DEGREE HOOKSAND #4@12" O.C. HORIZONTAL REINFORCING. LAP VERTICAL REINFORCING BARS 2'-6" WITHVERTICAL REINFORCING BARS IN CMU WALL ABOVE. DOWEL VERTICAL WALL REINFORCINGINTO FOOTINGS WITH STANDARD 90 DEGREE HOOKS.6.ALL STRUCTURAL STEEL COLUMNS SHALL BE ASTM A500, GR. B. SEE PLAN FOR SIZE OFCOLUMNS. REFER TO THE DETAILS ON S101A FOR COLUMN BASE PLATES. ANCHOR THEBASE PLATES TO THE CONCRETE FOOTINGS, PIERS, OR PILASTER (SEE DETAILS ON S101AFOR PILASTERS INTEGRAL WITH FOUNDATION WALLS). STEEL COLUMNS SHALL HAVE (4) -3/4"Ø DIAMETER ASTM F1554, GR. 36 ANCHOR RODS PER THE DETAIL ON S101A. ANCHORRODS SHALL BE EMBEDDED 9 INCHES MINIMUM INTO CONCRETE. BASE PLATES SHALL BESET AT 7 INCHES BELOW THE TOP OF THE SLAB (8" BELOW PLUS 14" L.P. AND 34" GROUT),EXCEPT AT THE 16" FDN. WALLS WITH BRICK VENEER THE TOP OF PILASTER SHALL BEHELD 16" BELOW TOP OF SLAB AND BOTTOM OF STEEL BASE PLATES AT 15" BELOW SLAB.COLUMN BASES BELOW THE SLAB LEVEL SHALL BE COMPLETELY ENCASED IN CONCRETE.7."C.J." INDICATES A 18" WIDE x 1" DEEP SAW-CUT CONTROL JOINT CUT WITHIN 24 HOURS OFSLAB PLACEMENT. SEAL CONTROL JOINTS WITH A FLEXIBLE SEALANT JUST PRIOR TOBUILDING OCCUPANCY.8.ISOLATION JOINTS AROUND COLUMNS SHALL BE THE FULL DEPTH OF THE SLAB WITH ACOMPRESSIBLE FILLER AND SEALANT AROUND THE PERIMETER. CONCRETE WITHIN THEISOLATION JOINTS SHALL COMPLETELY ENCAPSULATE THE COLUMN BASES. REFER TOTYPICAL DETAIL ON S-002.9. INDICATES SHEAR WALL TYPE. REFER TO S301 FOR CONSTRUCTION ANDDETAILS. ** INDICATES LOCATION OF END POST AND HOLD DOWN / TENSION TIES FORSHEAR WALLS, REFER TO SCHEDULE FOR SPECIFIC SIZE AND TYPE. IN ADDITION TOTHOSE WALLS MARKED, THE CORRIDOR AND EXTERIOR WALLS ARE ALSO SHEAR WALLSTHAT CONTRIBUTE TO THE LATERAL RESISTANCE OF THE BUILDING. REFER TO S301 FORCORRIDOR AND EXTERIOR SHEAR WALL REQUIREMENTS AND DETAILS10.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS.11.[0'-0"] INDICATES ESTIMATED BOTTOM OF FOOTING ELEVATION. THE CONTRACTOR SHALLCOORDINATE ALL FOOTING ELEVATIONS IN THE FIELD WITH THE PROPOSED EXTERIORGRADES AND EXISTING FOOTINGS. FOOTINGS SHALL HAVE THEIR BOTTOMS ATLEAST 4'-0"BELOW ADJACENT EXTERIOR GRADE. ALL INTERIOR FOOTINGS SHALL SET WITH THE TOPOF FOOTING 16" BELOW TOP OF LOWEST SLAB ELEVATION12.REFER TO S001 THROUGH S004 FOR GENERAL NOTES AND TYPICAL DETAILS.NOTES:1.CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM 28 DAYCOMPRESSIVE STRENGTH OF 3000 PSI.2.DESIGN SOIL BEARING VALUE = 3000 PSF.3.PROVIDE 3" BOTTOM COVER FOR ALL FOOTINGS.4.B.L.W. = BOTTOM LONG WAY (PLACE AS BOTTOM LAYER)5.B.S.W. = BOTTOM SHORT WAY (PLACE OVER B.L.W. REINF.)FOOTING SCHEDULEMARKSIZEREINFORCINGF-4.04'-0"x4'-0" x 12" THICK5-#4 B.E.W.F-5.05'-0"x5'-0" x 16" THICK6-#5 B.E.W.F-6.06'-0"x6'-0" x 18" THICK6-#6 B.E.W.F-8.08'-0"x8'-0" x 22" THICK9-#6 B.E.W.F-9.09'-0"x9'-0" x 24" THICK11-#6 B.E.W.Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S101.dwgGROUND FLOOR AND BASEMENTFOUNDATION PLANSS101ADDENDUM #52017-05-2312ADDENDUM #82017-06-01 1'-5"9"4"758"8"8"7" 2"2"3"6"6"2"4"2"4"89QGRIDLINE IS FLUSH WITHFACE OF CMU SHAFTSET FACE OF COLUMN12" OFF GRID LINE "Q"(CENTERLINE HAS A212" OFFSET)FOUR (4) 34"Ø THREADEDRODS DRILLED ANDEPOXIED w/ 8" EMBED.INTO CONC. PILASTERHSS4x4 COL.(JACKED UNDERMC12 LEDGER ONCMU ABOVE)34" THICK ASTM A36STEEL COLUMNBASE PLATETOP OF PILASTERSHALL BE HELD 8"DOWN BELOW TOPOF CONCRETE SLAB14" FILLET WELDSALL AROUND COL.TO BASE (EXCEPTAT ZERO EDGE)4 - #8 VERTICALS(DOWELED INTOFTG. BELOW)FACE OF CMU SHAFT ABOVEAND GRIDLINE Q ARE FLUSHQ8" CONC. ELEV.PIT WALLSCONC. PILASTERINTEGRAL WITHELEV. PIT WALLS89O.H.4"4"38"1 1/2"=1'-0"PILASTER DETAIL AT ELEVATOR PIT1 1/2"=1'-0"STEEL COLUMN BASE AT ELEVATORWALL REINF. MUSTRUN THRU PILASTER2" CLR.6" 2"2"4"6"6"2"4"2"4"4RFOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. FOOTINGHSS4x4 COL.(SEE PLAN)34" THICK ASTM A36STEEL COLUMNBASE PLATE14" FILLET WELDSALL AROUND COL.TO BASE1 1/2"=1'-0"STEEL COLUMN BASES AT INTERIOR4" 6"QMK56HSS4x4 COLUMN BASE7" 2"2"5"7"7"2"5"2"5"5GFOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. FOOTINGHSS6x6 COL.(SEE PLAN)1" THICK ASTM A36STEEL COLUMNBASE PLATE14" FILLET WELDSALL AROUND COL.TO BASE5" 7"HSS6x6 COLUMN BASE8" 2"2"6"8"8"2"6"2"6"5GFOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. FOOTINGHSS8x8 COL.(SEE PLAN)112" THICK ASTMA36 STEEL COLUMNBASE PLATE14" FILLET WELDSALL AROUND COL.TO BASE6" 8"HSS8x8 COLUMN BASECOL.117" 2"2"5"7"7"3"5"2"5"2" CLR.1" THICK ASTM A36STEEL COLUMNBASE PLATECOL.TYPICAL HSS6X6 EXTERIORSTEEL COLUMN BASE14" FILLET WELDSALL AROUND COL.TO BASE (EXCEPTAT ZERO EDGE)1 1/2"=1'-0"5" STEM3"FOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. PILASTERHSS6x6 COL.(SEE PLAN)FOR COLUMNS A-3, A-6, B-2,C-1, C-10, D-10, F-10, G-1,Q-10 (SIM - HSS4x4), P-12,V-12, V-17, W-14, AND W-15.TOP OF PILASTER SHALLBE HELD 8" DOWN BELOWTOP OF CONCRETE SLAB.POUR STEM OF WALL ASA SECONDARY POUR6 - #8 VERTICALS(DOWELED INTOFTG. BELOW)#3 TIES FOR 3 SPACES @ 3"O.C. TOP AND BOT. AND @10" O.C. FOR THE BALANCEOF PILASTER HEIGHT8" CONC.FDN. WALLSCONC. PILASTERINTEGRAL WITHFDN. WALLSTOP OF PILASTER SHALLBE HELD 16" DOWN BELOWTOP OF CONCRETE SLAB.POUR STEM OF WALL AS ASECONDARY POURCONC. PILASTERINTEGRAL WITHFDN. WALLSWALL REINF. MUSTRUN THRU PILASTER#3 TIES FOR 3 SPACES @ 3"O.C. TOP AND BOT. AND @10" O.C. FOR THE BALANCEOF PILASTER HEIGHTCOL.COL.312"412"3" SHELF812"1'-0"1'-0"PILASTER DETAIL AT 8" THICKFOUNDATION WALL1 1/2"=1'-0"1'-0"#3 TIES FOR 3 SPACES @ 3"O.C. TOP AND BOT. AND @10" O.C. FOR THE BALANCEOF PILASTER HEIGHT6 - #8 VERTICALS(DOWELED INTOFTG. BELOW)8" CONC.FDN. WALLSCONC. PILASTERINTEGRAL WITHFDN. WALLS16" CONC.FDN. WALLSCOL.WALL REINF. MUSTRUN THRU PILASTER2" CLR.COL.COL.5" STEM212"1'-112"712" SHELF812" STEM912"1'-0"CORNER PILASTER DETAIL AT8" THICK FOUNDATION WALL1 1/2"=1'-0"PILASTER DETAIL AT 16" THICKFOUNDATION WALLFOR COLUMNS D-10 (SIM.),F-10, G-1, Q-10, AND P-12.FOR COLUMNS A-3, A-6, B-2,C-1, C-10, D-10 (SIM.), V-12,V-17, W-14, AND W-15.TOP OF PILASTER SHALLBE HELD 8" DOWN BELOWTOP OF CONCRETE SLAB.POUR STEM OF WALL ASA SECONDARY POUR4 - #8 VERTICALS(DOWELED INTOFTG. BELOW)FOR COLUMNS F-1,G-10, AND M-10.2" CLR.412"WALL REINF. MUSTRUN THRU PILASTERCOL.3" SHELF1 1/2"=1'-0"812"412"312"812"TOP OF PILASTER SHALLBE HELD 16" DOWN BELOWTOP OF CONCRETE SLAB.POUR STEM OF WALL AS ASECONDARY POUR112"4 - #8 VERTICALS(DOWELED INTOFTG. BELOW)#3 TIES FOR 3 SPACES @ 3"O.C. TOP AND BOT. AND @10" O.C. FOR THE BALANCEOF PILASTER HEIGHT16" CONC.FDN. WALLSCONC. PILASTERINTEGRAL WITHFDN. WALLSWALL REINF. MUSTRUN THRU PILASTERFOR COLUMNS A-10, E-1,F-1, G-10, M-10, N-13, N-16,S-17, W-14, AND W-17.2" CLR.COL.COL.1 1/2"=1'-0"OUTSIDE CORNER PILASTER DETAIL AT16" THICK FOUNDATION WALLFOR COLUMNS A-10,E-1, N-13, N-16, S-17,W-12, AND W-17912"1'-112"212"912"712" SHELF812" STEM1'-112"COL.COL.1 1/2"=1'-0"TYPICAL HSS6X6 OUTSIDECORNER STEEL COLUMN BASE412"4"312"312"4"412" 2"112"5"312"2"5"312"1" THICK ASTM A36STEEL COLUMNBASE PLATE14" FILLET WELDSALL AROUNDCOL. TO BASEFOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. PILASTERHSS6x6 COL.(SEE PLAN)COL.COL.1 1/2"=1'-0"INSIDE CORNER PILASTER DETAIL AT16" THICK FOUNDATION WALL8 - #8 VERTICALS(DOWELED INTOFTG. BELOW)CONC. PILASTERINTEGRAL WITHFDN. WALLSTOP OF PILASTER SHALLBE HELD 16" DOWN BELOWTOP OF CONCRETE SLAB.POUR STEM OF WALL AS ASECONDARY POUR#3 TIES FOR 3 SPACES @ 3"O.C. TOP AND BOT. AND @10" O.C. FOR THE BALANCEOF PILASTER HEIGHT16" CONC.FDN. WALLSWALL REINF. MUSTRUN THRU PILASTER1'-0"1'-0"912"912" 212"1'-112"212"1'-112"812" STEM712" SHELFFOR COLUMNS P-13AND S-16COL.COL.1" THICK ASTM A36STEEL COLUMNBASE PLATE14" FILLET WELDSALL AROUNDCOL. TO BASEFOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. PILASTERHSS6x6 COL.(SEE PLAN)812"412"412"812" 2"212"4"212"2"2"212"4"212"2"1 1/2"=1'-0"TYPICAL HSS6X6 INSIDECORNER STEEL COLUMN BASEFOR COLUMNS P-13AND S-1610JH10JHTOP OF PILASTER SHALL BESET 8" ABOVE THE TOP OFEXTERIOR CONCRETE SLAB(COORDINATE WITH CIVIL)8 - #5 VERTICALS(DOWELED INTOFTG. BELOW)#3 TIES FOR 3 SPACES@ 3" O.C. TOP AND BOT.OF PILASTER PLUS TWOADDITIONAL BTW.CONC. PIEROUTSIDE OFRENTAL OFFICE#3 TIES FOR 3 SPACES @ 3"O.C. TOP AND BOT. AND @10" O.C. FOR THE BALANCEOF PILASTER HEIGHT1'-212"1'-212"412"412"2'-5"9"1 1/2"=1'-0"ISOLATED EXTERIOR CONCRETE PIER DETAIL(ADJACENT TO RENTAL OFFICE)1" THICK ASTM A36STEEL COLUMNBASE PLATE14" FILLET WELDSALL AROUNDCOL. TO BASEFOUR (4) 34"Ø THREADEDRODS WITH HEX-NUT WELDEDTO END AND EMBEDDED 9"INTO CONC. PILASTERHSS6x6 COL.(SEE PLAN)312"312"9"9"2"112"112"2"2"2"5"5"2"2"1 1/2"=1'-0"EXTERIOR STEEL COLUMN BASE DETAIL(ADJACENT TO RENTAL OFFICE)TYPICAL ANCHOR BOLT DETAILBOT. OF BASEPLATE ELEV.34" (MIN.)34" (MIN.)34"Ø ASTM F1554, GRADE 36ANCHOR RODS W/ NUTS WELDEDTO EMBEDDED END14" LEVELING PLATE34" 5000 PSI NON-SHRINKGROUT BEDCLBOLTCOLUMN (SEE PLAN)(SEE DETAILS)BASE PLATE THICKNESS "T"9" MIN.WASHERHEAVY HEX NUTCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S101.dwgCONCRETE PILASTER ANDSTEEL COLUMN BASE PLATE DETAILSS101A W18x35[24]W18x35[24]W8x10W18x35[24]W18x86[56]W18x60[28]W18x50[28]W18x50[28]W18x50[28]W18x50[28]W18x50[28]NOTE #1 W21X44 [36]W14x22 [8]W14x22 [8]W14x22 [8]W14x22 [8]W14x22 [8]W14x22 [8]W21x44 [36]W14x22[8]W21x83 [48]W12x19 [8]W14x22[9]W24x117 [34] W24x117 [34] W24x117 [34] W21x44 [28] W18x40 [28] W18x40 [28] W21x62 [32]0"WT6x20 WT6x20 WT6x20 NOTE #1 NOTE #16" DEPRESSED SLABW14x34 [9] W14x22 [9]NOTE #16" DEPRESSED SLAB18" = 1'-0"SECOND FLOOR FRAMING PLAN8" CMU WALLBELOW134"x20" RIMBOARD BTW.TRUSS ENDS OVER WALLDOUBLE TRUSSES UNDER SHEAR WALLDOUBLE TRUSSES UNDER SHEAR WALLW12x30W14x68W12x30W14x68W14x30 (CONTIN. 2-SPANS)W14x43 CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS 2x8 @ 16" O.C.7 14" LVL @ 6" O.C.W8x10W8x10W8x10W18x40 [18]W18x46 [18]W18x50 [28]W18x40 [18]W14x30 (CONTIN. 2-SPANS)W18x46 [18]12345678910ABCDEFGHJKLMQR11121314151617NPSTUVWW14x22[9]W14x22[9]W14x22[9]W18x35[24]W18x35[24]0"0"22S20122S20116S20117S20116S20124S20126S20125S20123S20124S20116S20117S20122S20119S20118S20121S20120S20127S201W14x22[6]W14x22[6]W14x22[10]W14x22[5] W21x44 [32]W27x102[64]W18x35[12]W21x44[20]W18x46 [24]W24x55[12]W24x55[12]W24x55[12]W14x22[8]W10x12[4]W14x22[9]W14x22[9]W14x22[6]BEAM CONNECTIONS AT THE STEEL FRAMING OVER THE RETAIL AND OFFICES SPACES SUPPORTINGSLABS-ON-STEEL DECK SHALL BE SINGLE SHEAR PLATE CONNECTIONS AS DETAILED IN THE AISCMANUAL - PART 10 UTILIZING THE CONVENTIONAL CONFIGURATION (ALSO REFER TO THE TYPICALDETAIL ON S003). REFER TO THE FOLLOWING LIST FOR DETAILS OF THE CONNECTION SHALL:W14x22 - THREE (3) - 34"Ø A325N BOLTS WITH 38" THICK PLATEW18x35 AND W18x40 - FOUR (4) - 34"Ø A325N BOLTS WITH 38" THICK PLATEW18x50 THRU W18x86 - FIVE (5) - 1"Ø A325N BOLTS WITH 12" THICK PLATEW21x44 THRU W24x117 - SIX (6) - 1"Ø A325N BOLTS WITH 12" THICK PLATE AND SHORT SLOTTED HOLESW27x102 - EIGHT (8) - 1"Ø A325N BOLTS WITH 916" THICK PLATE AND SHORT SLOTTED HOLESBEAM CONNECTIONS AT THE STEEL FRAMING SUPPORTING WOOD FRAMING AT THE LOBBY AREASHALL BE SINGLE SHEAR PLATE CONNECTIONS AS DETAILED IN THE AISC MANUAL - PART 10 UTILIZINGTHE CONVENTIONAL CONFIGURATION (ALSO REFER TO THE TYPICAL DETAIL ON S003). REFER TO THEFOLLOWING LIST FOR DETAILS OF THE CONNECTION SHALL:W12x30 - THREE (3) - 1"Ø A325N BOLTS WITH 12" THICK PLATEW14x26 THRU W14x68 - FOUR (4) - 1"Ø A325N BOLTS WITH 12" THICK PLATE2'-4"DOUBLE TRUSSES UNDER SHEAR WALLSHEAR WALL BELOWSHEAR WALL BELOWSHEAR WALL BELOW514"x514"PSL POST514"x514"P S L P O S T 2-PLY 134"x16" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER514"x514"PSL POST514"x514"P S L P O S T 2-PLY 134"x16" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 514"x514"PSL POST51 4"x51 4"PSL POST2-PLY 13 4"x16" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 514"x514"PSL POST514"x514 "P S L P O S T 2-PLY 13 4"x16" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER514"x514"PSL POST514"x514"PSL POST REFER TO OTHERCANTILEVEREDBAYS FOR FRAMINGW18x35W14x22 [8]W14x22 [8]W18x46W21x44W18x46W18x46W12x19 (LOW)[8]W14x22[9]W14x22[9]W14x22[9]W14x22[9]W14x22[9]W14x22[9]NOTE #21(TYP.)NOTE #21(TYP.)NOTE #21(TYP.)NOTE #21(TYP.)7 14" LVL @ 8" O.C.**************************SWSWSWSWSWSWSWSWSWSWSWSWSWSW************SWSWSWSWSWSWSWNOTE #5 (TYP.)NOTE #4 NOTE #5 (TYP.)NOTE #4NOTE #5 (TYP.)NOTE #4NOTE #5 (TYP.)NOTE #4NOTE #5 (TYP.)NOTE #4NOTE #5 (TYP.)NOTE #4 NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #9NOTE #9NOTE #9NOTE #9NOTE #9NOTE #9NOTE #12NOTE #12NOTE #12NOTE #12NOTE #12NOTE #12NOTE #13NOTE #13NOTE #13NOTE #16 NOTE #15NOTE #1421S201NOTE #167S2027S2025S2024S2025S2025S2029S2026S2022x12 @ 24" O.C.2-PLY 134"x714" LVLNOTE #43-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)185'-4"80°1S102W8x24W8x24W8x24W8x24W8x24W8x24W8x24W8x24 W8x24W8x2458" Ø R O D BRA C I N G 58" Ø RODBRACING58" Ø ROD BRACINGSEE ARCHALL BEAMS AT CANOPY TOHAVE 38" KNIFE PLATE CONN.W/ 2- 34" Ø BOLTS (TYP.)WELD FLANGES TO INTERIORCOLUMNS (TYP.)KAL WALL PANELS DESIGNEDBY OTHERS (TYP. @ CANOPY)8"x8" P.T. TIMBER COL. (TYP.@ OUTSIDE CANOPY COL.)SEE ARCHNOTE: ALL CANOPY MEMBERS ANDCONN. SHALL BE HOT-DIPPED ZINCGALVANIZED. REFER TO ARCH FORSLOPES, ELEV., DIM., ETC.TOP OF CONC. ELEV. = 134.31'TOP OF STEEL ELEV. = 133.69'TOP OF CONC. ELEV. = 134.31'TOP OF STEEL ELEV. = 133.69'3-PLY 134"x20" LVL HEADERIN TRUSS DEPTH OVER LOUVER w/514"x514" PSL JACK POSTS EA. END3-PLY 134"x20" LVL HEADER INTRUSS DEPTH OVER LOUVER w/514"x514" PSL JACK POSTS EA. ENDREFER TO OTHERCANTILEVEREDBAYS FOR FRAMING514"x514"PSL POSTCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTIL. 134"x714" LVLSISTERED TO SIDE OFTRUSS (TYP. - U.O.N.)3-PLY 134"x20" LVL HEADER INTRUSS DEPTH OVER LOUVER w/514"x514" PSL JACK POSTS EA. END514"x514"PSL POST6'-0" (TYP.)312"x714" PSL312"x714" PSL312"x714" PSLFLITCH BEAM HEADER w/ 3-2x8 PLUS(2) - 12"x714" CONTIN. STEEL PLATESBELOW TRUSS DEPTH OVER WINDOWw/ 514"x514" PSL JACK POSTS EA. END134"x714" LVL FASCIA CONT.2x82x82x82x8 LEDGER 2x82x82x82x8 LEDGER28S201 CANTIL. 2x8 SISTEREDTO SIDE OF TRUSS(TYP. - U.O.N.)3'-0" (TYP.)HSS8x4x516OUTRIGGERFLITCH BEAM HEADER w/ 3-2x8 PLUS(2) - 12"x714" CONTIN. STEEL PLATESBELOW TRUSS DEPTH OVER WINDOWw/ 514"x514" PSL JACK POSTS EA. END134"x714" LVL FASCIA CONT.CONTIN. 134"x714" LVL FASCIA PLUS ONE (1)ADD'L. 134"x714" LVL PROVIDE 38" KNIFEPLATE CONN. TO STL. EA. END w/ (2) -12"ØTHROUGH BOLTS AND L3x3x14" SEAT ANGLE2x8 @ 16" O.C.29S20130S201WOOD FRAMED FLOOR NOTES:1. INDICATES DIRECTION OF SPAN OF 4 1/2 INCHES (MIN.) OF 4000 PSI NOMINAL WEIGHT (145 PCF) CONCRETEOVER 3 INCH DEEP-18 GAUGE GALVANIZED COMPOSITE STEEL DECKING (712" INCH OVERALL THICKNESS). PROVIDE6"x6"-W2.9xW2.9 WELDED WIRE FABRIC SET ONE INCH FROM THE TOP OF THE SLAB. CONTRACTOR SHALL ALLOW FORADDITIONAL CONCRETE DUE TO THE DEFLECTION OF THE DECK, BEAMS AND GIRDERS DUE TO THE NET WEIGHT OF THECONCRETE AND CONSTRUCTION LOADS.2.[N] INDICATES THE NUMBER OF 34 INCH DIAMETER x 6 INCH LONG HEADED STUD SHEAR CONNECTORS PER BEAM. SPACEHEADED STUDS UNIFORMLY ALONG THE LENGTH OF THE BEAM AND A MAXIMUM SPACING OF 12" ON CENTER, U.O.N.. IFNUMBER OF STUDS IS NOT INDICATED PROVIDE STUDS AT 12" ON CENTER FOR BEAMS AND DOUBLE STUDS AT 12" ONCENTER FOR GIRDERS.3.FOR TOP OF CONCRETE ELEVATIONS AND TOP OF STEEL ELEVATIONS SEE PLAN.4. INDICATES DIRECTION OF SPAN OF 34" T. & G. APA RATED PLYWOOD SUB-FLOOR SHEATHINGGLUED AND NAILED (10d @6" O.C.) TO SUPPORTING MEMBERS.5.EXCEPT AS OTHERWISE NOTED, FLOOR JOISTS SHALL BE 20" DEEP PREFABRICATED WOOD TRUSSES @24" INCHES ON CENTERS (TYPICAL UNLESS NOTED OTHERWISE ON PLAN) BEARING ON WOOD STUDBEARING WALLS OR HEADERS.TOP CHORD LIVE LOAD = 40 PSFTOP CHORD DEAD LOAD = 25 PSF (WEIGHT OF TRUSS NOT INCLUDED)BOT. CHORD DEAD LOAD = 10 PSFLIVE LOAD DEFLECTION < L/480TOTAL LOAD DEFLECTION < L/3606.ACROSS THE CORRIDORS, PROVIDE 2x8 @ 16" ON CENTER FRAMING WITH SIMPSON LUS28 FACE MOUNTHANGER ATTACHED TO RIMBOARDS EACH SIDE OF CORRIDOR. WHERE REQUIRED, LEDGERS SHALL BEFASTENED THROUGH GYPSUM WALL BOARD INTO RIMBOARDS.7.PROVIDE LINES OF BRIDGING @ 10'-0" O.C. MAXIMUM SPACING AND WHERE SPECIFIED BY TRUSSDESIGNER.8.EXTERIOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS WITH ZIP R-SHEATHING COMBINATIONINSULATION, MEMBRANE, AND WOOD STRUCTURAL PANEL SHEATHING. REFER TO SCHEDULE ON S301FOR CONSTRUCTION. PROVIDE 2x6 BLOCKING AT HORIZONTAL PLYWOOD JOINTS.9.CORRIDOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS (U.O.N.). THESE WALLS ARE INTENDEDFOR GRAVITY AND LATERAL LOAD RESISTANCE, REFER TO THE SCHEDULE ON S301 FORCONSTRUCTION. PROVIDE GWB SHEATHING PER THE ARCHITECTURAL DRAWINGS OVER STRUCTURALPLYWOOD SHEATHING WHERE REQUIRED. PROVIDE 2x6 BLOCKING AT HORIZONTAL SHEATHING JOINTS.10.WALLS SHOWN ON THE ARCHITECTURAL DRAWINGS AND NOT SHOWN ON THE STRUCTURAL DRAWINGSARE CONSIDERED NON-STRUCTURAL. THOSE WALLS SHALL BE ISOLATED FROM THE STRUCTURE SO ASNOT TO RECEIVE GRAVITY OR LATERAL LOADS. WALLS SHALL BE SUFFICIENTLY BRACED BACK TO THESTRUCTURE AT THEIR TOPS WITH SLIP CONNECTIONS TO PRECLUDE BEARING OF FLOOR OR ROOFFRAMING ON NON-STRUCTURAL WALLS. PROVIDE SIMPSON HTC4 TRUSS CLIPS AT 8'-0" ON CENTERSMAX FOR NON-STRUCTURAL WALLS. PROVIDE ADDITIONAL 2x6 BLOCKING BETWEEN TRUSSES FORCLIPPING NON-STRUCTURAL WALLS PARALLEL WITH TRUSS FRAMING.11. INDICATES SHEAR WALL TYPE. REFER TO S301 FOR CONSTRUCTION AND DETAILS. **INDICATES LOCATION OF END POST AND HOLD DOWN / TENSION TIES FOR SHEAR WALLS, REFER TOSCHEDULE FOR SPECIFIC SIZE AND TYPE. IN ADDITION TO THOSE WALLS MARKED, THE CORRIDOR ANDEXTERIOR WALLS ARE ALSO SHEAR WALLS THAT CONTRIBUTE TO THE LATERAL RESISTANCE OF THEBUILDING. REFER TO S301 FOR CORRIDOR AND EXTERIOR SHEAR WALL REQUIREMENTS AND DETAILS.12.UNLESS OTHERWISE NOTED, WOOD HEADERS OVER OPENINGS IN EXTERIOR WOOD STUD WALLSSHALL BE A TWO (2) PLY 114"x20" DP. LSL RIMBOARD (ONE PLY CONTINUOUS AS TYPICAL RIMBOARD PLUSONE ADDITIONAL PLY). PROVIDE TRIPLE 2x6 JACK POSTS AT EACH END OF HEADERS.13.UNLESS OTHERWISE NOTED, HEADERS OVER OPENINGS IN CORRIDOR STUD BEARING WALLS SHALL BE3-PLY 714" LVL'S DROPPED BELOW CORRIDOR 2x8 FRAMING UNLESS OTHERWISE NOTED ON PLAN. FORINTERIOR HEADERS PROVIDE TRIPLE 2x6 JAMB POSTS (2 JACKS + 1 KING) AT ENDS OF HEADERS.14.ELEVATOR SHAFT WALLS SHALL BE CONSTRUCTED OF 8" CMU. GROUT ALL BLOCK CELLS SOLID.REINFORCE WITH #6 VERTICAL BARS SPACED AT 24" ON CENTER, U.O.N. PROVIDE LADDER TYPE JOINTREINFORCING AT EVERY COURSE WITH #9 SIZE RODS. PROVIDE 8" BOND BEAMS WITHIN 16" OF EVERYFLOOR AND ROOF LEVEL AND REINFORCED WITH 2-#5 HORIZONTAL BARS WITH MATCHING CORNERDOWELS. PROVIDE 2-#5 BOTTOM BARS IN 16" LINTEL BEAM OVER OPENINGS.15.WHERE SUPPORTING PRE-FABRICATED FLOOR TRUSSES, PROVIDE 134"x 20" LVL LEDGER ON CMU SHAFTWALLS. ANCHOR LEDGERS TO CMU WALLS WITH PAIRS OF 34"Ø THREADED STEEL RODS @ 16" O.C.ALONG LEDGER AND @ 8" O.C. VERTICAL SPACING SET 5" INTO GROUTED CMU WITH HILTI HIT HY200ANCHORS (OR EQUAL).SWWOOD FRAMED FLOOR NOTES (CONT.):16.WHERE SUPPORTING 2x8 CORRIDOR FRAMING, PROVIDE MC12x35 LEDGER ON CMU SHAFT WALL.ANCHOR LEDGER TO CMU WALL WITH 34"Ø THREADED STEEL RODS @ 16" O.C. ALONG LEDGER SET 5"INTO GROUTED CMU WITH HILTI HIT HY200 ANCHORS (OR EQUAL). WHERE NOT SUPPORTING TRUSS ORJOISTS, ONLY PLYWOOD EDGES, LEDGER SHALL BE 2x6 SPF #2, OR BETTER.17.ALL FLUSH FRAMED JOISTS OR BEAMS SHALL HAVE METAL FRAMING HANGER HARDWARE (FACEMOUNTED OR TOP MOUNTED) CAPABLE OF SUPPORTING THE MAXIMUM DESIGN SHEAR CAPACITY OFTHE MEMBER BEING SUPPORTED.18.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT OTHERWISE SHOWN ONTHIS DRAWING.19.REFER TO UPPER LEVEL FLOOR AND ROOF PLANS FOR POSTS FROM ABOVE. UNLESS OTHERWISENOTED, CONTINUE POSTS DOWN TO FOUNDATIONS.20.COORDINATE SIZES AND LOCATIONS OF OPENINGS WITH ARCHITECTURAL AND M.E.P. DRAWINGS.21. INDICATES FULLY WELDED MOMENT CONNECTION DESIGNED BY STEEL SUPPLIER TODEVELOP FULL FLANGE CAPACITY OF CONNECTED STEEL BEAM.W BEAMS (SEE PLAN)38" KNIFE PLATE CONN. W/(2)-34"Ø ASTM A325 BOLTS(TYP. @ ALL CANOPY BEAMS)58"Ø A36 STL. ROD BRACINGW/ CLEVIS AND TURNBUCKLECONNECTIONS38" FULL HEIGHT STIFFENER(TYP. @ ROD CONNECTIONSTO BEAMS)12"x712"x12" KNIFEPLATE SLOTTED INTOTIMBER COLUMNSEE ARCH12" STL. PLATES INCRUCIFORM PATTERN OVERTIMBER COLUMN12"x712"x712"STL. PLATE6"4"2"8x8 P.T. TIMBER(4)-34"Ø GALV. STL. THRU-BOLTS(COUNTERSINK AS REQ'D BY ARCH).BOLT PATTERN SHALL BE BE:6"4"2"2"2"312"1112"=1'-0"SECTION4"Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S102.dwgSECOND FLOORFRAMING PLANS102ADDENDUM #52017-05-231ADDENDUM #82017-06-012 **************************************1/8" = 1'-0"THIRD FLOOR FRAMING PLAN514"x514"PSL POST5 14 "x514"P S L P O S T514"x514"PSL POST514"x514"PSL POST514"x514"PSL POST5 14"x 5 14"PSL POST514"x514"PSL POST514"x514"PSL POSTCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 13 4"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER NOTE #3 (TYP.)NOTE #3 (TYP.)NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1 2x8 @ 16" O.C.NOTE #3 (TYP.)NOTE #2 (TYP.)NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)NOTE #1 NOTE #1 NOTE #2 (TYP.)NOTE #1 NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)2-PLY 134"x714" LVL2-PLY 134"x714" LVL2-PLY 134"x714" LVL2-PLY 134"x714" LVL 2-PLY 134"x714" LVL 134"x20" RIMBOARD BTW.TRUSS ENDS OVER WALL134"x20" RIMBOARD BTWTRUSS ENDS OVER WALL114"x20" RIMBOARD BTW.TRUSS ENDS OVER WALLOPNG.STAIROPNG.2x12 @ 24" O.C.3-2x6 POSTNOTE #13 NOTE #12EXTEND LEDGER ANDPROVIDE ADD'L 134"x20"LVL PLY BEYOND CMU5S2026S2023S2021S2024S2025S2024S2026S2025S2021S2025S2023S2026S2028S2029S2028S2029S2022x8 @ 16" O.C.514"x514"PSL POST2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 514"x 5 14 "P S L P O S T514"x514"PSL POST5 14"x51 4"PSL POST2-PLY 13 4"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 514"x514"PSL POST514"x514"PSL POST2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER514"x514"PSL POST514"x514"PSL POST2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVERNOTE #5NOTE #9NOTE #5NOTE #9NOTE #4SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWNOTE #4NOTE #4NOTE #5THIS WALL SHALL BE 2x4STUDS @ 8" O.C. STAGG.ON COMMON 2x6 PLATESNOTE #6NOTE #6NOTE #6NOTE #6NOTE #6THIS WALL SHALL BE 2x4STUDS @ 8" O.C. STAGG.ON COMMON 2x6 PLATESTHIS WALL SHALL BE 2x4STUDS @ 8" O.C. STAGG.ON COMMON 2x6 PLATESNOTE #13NOTE #11STAIROPNG.STAIROPNG.STAIROPNG.NOTE #4NOTE #4NOTE #5NOTE #9NOTE #5NOTE #9NOTE #9NOTE #5NOTE #5NOTE #9NOTE #5NOTE #9NOTE #4NOTE #4NOTE #5NOTE #9NOTE #10NOTE #10NOTE #10NOTE #1020S20121S2012x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #6NOTE #12x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #2 (TYP.)G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 13 4"x714" LVL NOTE #62x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.WOOD FRAMED FLOOR NOTES:1. INDICATES DIRECTION OF SPAN OF 34" T. & G. APA RATED PLYWOOD SUB-FLOOR SHEATHINGGLUED AND NAILED (10d @6" O.C.) TO SUPPORTING MEMBERS.2.EXCEPT AS OTHERWISE NOTED, FLOOR JOISTS SHALL BE 20" DEEP PREFABRICATED WOOD TRUSSES @24" INCHES ON CENTERS (TYPICAL UNLESS NOTED OTHERWISE ON PLAN) BEARING ON WOOD STUDBEARING WALLS OR HEADERS.TOP CHORD LIVE LOAD = 40 PSFTOP CHORD DEAD LOAD = 25 PSF (WEIGHT OF TRUSS NOT INCLUDED)BOT. CHORD DEAD LOAD = 10 PSFLIVE LOAD DEFLECTION < L/480TOTAL LOAD DEFLECTION < L/3603.ACROSS THE CORRIDORS, PROVIDE 2x8 @ 16" ON CENTER FRAMING WITH SIMPSON LUS28 FACE MOUNTHANGER ATTACHED TO RIMBOARDS EACH SIDE OF CORRIDOR. WHERE REQUIRED, LEDGERS SHALL BEFASTENED THROUGH GYPSUM WALL BOARD INTO RIMBOARDS.4.PROVIDE LINES OF BRIDGING @ 10'-0" O.C. MAXIMUM SPACING AND WHERE SPECIFIED BY TRUSSDESIGNER.5.EXTERIOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS WITH ZIP R-SHEATHING COMBINATIONINSULATION, MEMBRANE, AND WOOD STRUCTURAL PANEL SHEATHING. REFER TO SCHEDULE ON S301FOR CONSTRUCTION. PROVIDE 2x6 BLOCKING AT HORIZONTAL PLYWOOD JOINTS.6.CORRIDOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS (U.O.N.). THESE WALLS ARE INTENDEDFOR GRAVITY AND LATERAL LOAD RESISTANCE, REFER TO THE SCHEDULE ON S301 FORCONSTRUCTION. PROVIDE GWB SHEATHING PER THE ARCHITECTURAL DRAWINGS OVER STRUCTURALPLYWOOD SHEATHING WHERE REQUIRED. PROVIDE 2x6 BLOCKING AT HORIZONTAL SHEATHING JOINTS.7.WALLS SHOWN ON THE ARCHITECTURAL DRAWINGS AND NOT SHOWN ON THE STRUCTURAL DRAWINGSARE CONSIDERED NON-STRUCTURAL. THOSE WALLS SHALL BE ISOLATED FROM THE STRUCTURE SO ASNOT TO RECEIVE GRAVITY OR LATERAL LOADS. WALLS SHALL BE SUFFICIENTLY BRACED BACK TO THESTRUCTURE AT THEIR TOPS WITH SLIP CONNECTIONS TO PRECLUDE BEARING OF FLOOR OR ROOFFRAMING ON NON-STRUCTURAL WALLS. PROVIDE SIMPSON HTC4 TRUSS CLIPS AT 8'-0" ON CENTERSMAX FOR NON-STRUCTURAL WALLS. PROVIDE ADDITIONAL 2x6 BLOCKING BETWEEN TRUSSES FORCLIPPING NON-STRUCTURAL WALLS PARALLEL WITH TRUSS FRAMING.8. INDICATES SHEAR WALL TYPE. REFER TO S301 FOR CONSTRUCTION AND DETAILS. **INDICATES LOCATION OF END POST AND HOLD DOWN / TENSION TIES FOR SHEAR WALLS, REFER TOSCHEDULE FOR SPECIFIC SIZE AND TYPE. IN ADDITION TO THOSE WALLS MARKED, THE CORRIDOR ANDEXTERIOR WALLS ARE ALSO SHEAR WALLS THAT CONTRIBUTE TO THE LATERAL RESISTANCE OF THEBUILDING. REFER TO S301 FOR CORRIDOR AND EXTERIOR SHEAR WALL REQUIREMENTS AND DETAILS.9.UNLESS OTHERWISE NOTED, WOOD HEADERS OVER OPENINGS IN EXTERIOR WOOD STUD WALLSSHALL BE A TWO (2) PLY 114"x20" DP. LSL RIMBOARD (ONE PLY CONTINUOUS AS TYPICAL RIMBOARD PLUSONE ADDITIONAL PLY). PROVIDE TRIPLE 2x6 JACK POSTS AT EACH END OF HEADERS.10.UNLESS OTHERWISE NOTED, HEADERS OVER OPENINGS IN CORRIDOR STUD BEARING WALLS SHALL BE3-PLY 714" LVL'S DROPPED BELOW CORRIDOR 2x8 FRAMING UNLESS OTHERWISE NOTED ON PLAN. FORINTERIOR HEADERS PROVIDE TRIPLE 2x6 JAMB POSTS (2 JACKS + 1 KING) AT ENDS OF HEADERS.11.ELEVATOR SHAFT WALLS SHALL BE CONSTRUCTED OF 8" CMU. GROUT ALL BLOCK CELLS SOLID.REINFORCE WITH #6 VERTICAL BARS SPACED AT 24" ON CENTER, U.O.N. PROVIDE LADDER TYPE JOINTREINFORCING AT EVERY COURSE WITH #9 SIZE RODS. PROVIDE 8" BOND BEAMS WITHIN 16" OF EVERYFLOOR AND ROOF LEVEL AND REINFORCED WITH 2-#5 HORIZONTAL BARS WITH MATCHING CORNERDOWELS. PROVIDE 2-#5 BOTTOM BARS IN 16" LINTEL BEAM OVER OPENINGS.12.WHERE SUPPORTING PRE-FABRICATED FLOOR TRUSSES, PROVIDE 134"x 20" LVL LEDGER ON CMU SHAFTWALLS. ANCHOR LEDGERS TO CMU WALLS WITH PAIRS OF 34"Ø THREADED STEEL RODS @ 16" O.C.ALONG LEDGER AND @ 8" O.C. VERTICAL SPACING SET 5" INTO GROUTED CMU WITH HILTI HIT HY200ANCHORS (OR EQUAL).13.WHERE SUPPORTING 2x8 CORRIDOR FRAMING, PROVIDE 134"x714" LVL LEDGER ON CMU SHAFT WALL.ANCHOR LEDGER TO CMU WALL WITH 34"Ø THREADED STEEL RODS @ 16" O.C. ALONG LEDGER SET 5"INTO GROUTED CMU WITH HILTI HIT HY200 ANCHORS (OR EQUAL). WHERE NOT SUPPORTING TRUSS ORJOISTS, ONLY PLYWOOD EDGES, LEDGER SHALL BE 2x6 SPF #2, OR BETTER.14.ALL FLUSH FRAMED JOISTS OR BEAMS SHALL HAVE METAL FRAMING HANGER HARDWARE (FACEMOUNTED OR TOP MOUNTED) CAPABLE OF SUPPORTING THE MAXIMUM DESIGN SHEAR CAPACITY OFTHE MEMBER BEING SUPPORTED.15.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT OTHERWISE SHOWN ONTHIS DRAWING.16.REFER TO UPPER LEVEL FLOOR AND ROOF PLANS FOR POSTS FROM ABOVE. UNLESS OTHERWISENOTED, CONTINUE POSTS DOWN TO FOUNDATIONS.17.COORDINATE SIZES AND LOCATIONS OF OPENINGS WITH ARCHITECTURAL AND M.E.P. DRAWINGS.SWCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S103.dwgTHIRD FLOORFRAMING PLANS103ADDENDUM #52017-05-231ADDENDUM #82017-06-012 18" = 1'-0"FOURTH FLOOR FRAMING PLAN514"x514"PSL POST51 4"x51 4"PSL POST514"x514"PSL POST514"x514"PSL POST514"x514"PSL POST5 14"x514"PSL POST514"x514"PSL POST514"x514"PSL POST 3-2x6 POST5S2026S2023S2021S2024S2025S2024S2026S2025S2021S2025S2023S2026S2028S2029S2028S2029S202514"x514"PSL POST5 14"x 5 1 4"PSL POST514"x514"PSL POST514"x51 4"PSL POST514"x514"PSL POST514"x514"PSL POST514"x514"PSL POST514"x514"PSL POST**************************************CANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER NOTE #3 (TYP.)NOTE #3 (TYP.)NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1 2x8 @ 16" O.C.NOTE #3 (TYP.)NOTE #2 (TYP.)NOTE #2 (TYP.)NOTE #1 NOTE #2 (TYP.)NOTE #1 NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)2-PLY 134"x714" LVL2-PLY 134"x714" LVL2-PLY 134"x714" LVL2-PLY 134"x714" LVL 2-PLY 134"x714" LVL 134"x20" RIMBOARD BTW.TRUSS ENDS OVER WALL134"x20" RIMBOARD BTWTRUSS ENDS OVER WALL114"x20" RIMBOARD BTW.TRUSS ENDS OVER WALLOPNG.STAIROPNG.2x12 @ 24" O.C.NOTE #13 NOTE #12EXTEND LEDGER ANDPROVIDE ADD'L 134"x20"LVL PLY BEYOND CMU2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVERNOTE #5NOTE #9NOTE #5NOTE #9NOTE #4SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWNOTE #4NOTE #4NOTE #5THIS WALL SHALL BE 2x4STUDS @ 8" O.C. STAGG.ON COMMON 2x6 PLATESNOTE #6NOTE #6NOTE #6NOTE #6NOTE #6THIS WALL SHALL BE 2x4STUDS @ 8" O.C. STAGG.ON COMMON 2x6 PLATESTHIS WALL SHALL BE 2x4STUDS @ 8" O.C. STAGG.ON COMMON 2x6 PLATESNOTE #13NOTE #11STAIROPNG.STAIROPNG.STAIROPNG.NOTE #4NOTE #4NOTE #5NOTE #9NOTE #5NOTE #9NOTE #9NOTE #5NOTE #5NOTE #9NOTE #5NOTE #9NOTE #4NOTE #4NOTE #5NOTE #9NOTE #10NOTE #1020S20121S2012x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #102x8 @ 16" O.C.3-PLY 134"x714" LVLNOTE #2 (TYP.)NOTE #1 2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #10G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.NOTE #2 (TYP.)NOTE #1 2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVLNOTE #6G.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #6WOOD FRAMED FLOOR NOTES:1. INDICATES DIRECTION OF SPAN OF 34" T. & G. APA RATED PLYWOOD SUB-FLOOR SHEATHINGGLUED AND NAILED (10d @6" O.C.) TO SUPPORTING MEMBERS.2.EXCEPT AS OTHERWISE NOTED, FLOOR JOISTS SHALL BE 20" DEEP PREFABRICATED WOOD TRUSSES @24" INCHES ON CENTERS (TYPICAL UNLESS NOTED OTHERWISE ON PLAN) BEARING ON WOOD STUDBEARING WALLS OR HEADERS.TOP CHORD LIVE LOAD = 40 PSFTOP CHORD DEAD LOAD = 25 PSF (WEIGHT OF TRUSS NOT INCLUDED)BOT. CHORD DEAD LOAD = 10 PSFLIVE LOAD DEFLECTION < L/480TOTAL LOAD DEFLECTION < L/3603.ACROSS THE CORRIDORS, PROVIDE 2x8 @ 16" ON CENTER FRAMING WITH SIMPSON LUS28 FACE MOUNTHANGER ATTACHED TO RIMBOARDS EACH SIDE OF CORRIDOR. WHERE REQUIRED, LEDGERS SHALL BEFASTENED THROUGH GYPSUM WALL BOARD INTO RIMBOARDS.4.PROVIDE LINES OF BRIDGING @ 10'-0" O.C. MAXIMUM SPACING AND WHERE SPECIFIED BY TRUSSDESIGNER.5.EXTERIOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS WITH ZIP R-SHEATHING COMBINATIONINSULATION, MEMBRANE, AND WOOD STRUCTURAL PANEL SHEATHING. REFER TO SCHEDULE ON S301FOR CONSTRUCTION. PROVIDE 2x6 BLOCKING AT HORIZONTAL PLYWOOD JOINTS.6.CORRIDOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS (U.O.N.). THESE WALLS ARE INTENDEDFOR GRAVITY AND LATERAL LOAD RESISTANCE, REFER TO THE SCHEDULE ON S301 FORCONSTRUCTION. PROVIDE GWB SHEATHING PER THE ARCHITECTURAL DRAWINGS OVER STRUCTURALPLYWOOD SHEATHING WHERE REQUIRED. PROVIDE 2x6 BLOCKING AT HORIZONTAL SHEATHING JOINTS.7.WALLS SHOWN ON THE ARCHITECTURAL DRAWINGS AND NOT SHOWN ON THE STRUCTURAL DRAWINGSARE CONSIDERED NON-STRUCTURAL. THOSE WALLS SHALL BE ISOLATED FROM THE STRUCTURE SO ASNOT TO RECEIVE GRAVITY OR LATERAL LOADS. WALLS SHALL BE SUFFICIENTLY BRACED BACK TO THESTRUCTURE AT THEIR TOPS WITH SLIP CONNECTIONS TO PRECLUDE BEARING OF FLOOR OR ROOFFRAMING ON NON-STRUCTURAL WALLS. PROVIDE SIMPSON HTC4 TRUSS CLIPS AT 8'-0" ON CENTERSMAX FOR NON-STRUCTURAL WALLS. PROVIDE ADDITIONAL 2x6 BLOCKING BETWEEN TRUSSES FORCLIPPING NON-STRUCTURAL WALLS PARALLEL WITH TRUSS FRAMING.8. INDICATES SHEAR WALL TYPE. REFER TO S301 FOR CONSTRUCTION AND DETAILS. **INDICATES LOCATION OF END POST AND HOLD DOWN / TENSION TIES FOR SHEAR WALLS, REFER TOSCHEDULE FOR SPECIFIC SIZE AND TYPE. IN ADDITION TO THOSE WALLS MARKED, THE CORRIDOR ANDEXTERIOR WALLS ARE ALSO SHEAR WALLS THAT CONTRIBUTE TO THE LATERAL RESISTANCE OF THEBUILDING. REFER TO S301 FOR CORRIDOR AND EXTERIOR SHEAR WALL REQUIREMENTS AND DETAILS.9.UNLESS OTHERWISE NOTED, WOOD HEADERS OVER OPENINGS IN EXTERIOR WOOD STUD WALLSSHALL BE A TWO (2) PLY 114"x20" DP. LSL RIMBOARD (ONE PLY CONTINUOUS AS TYPICAL RIMBOARD PLUSONE ADDITIONAL PLY). PROVIDE TRIPLE 2x6 JACK POSTS AT EACH END OF HEADERS.10.UNLESS OTHERWISE NOTED, HEADERS OVER OPENINGS IN CORRIDOR STUD BEARING WALLS SHALL BE3-PLY 714" LVL'S DROPPED BELOW CORRIDOR 2x8 FRAMING UNLESS OTHERWISE NOTED ON PLAN. FORINTERIOR HEADERS PROVIDE TRIPLE 2x6 JAMB POSTS (2 JACKS + 1 KING) AT ENDS OF HEADERS.11.ELEVATOR SHAFT WALLS SHALL BE CONSTRUCTED OF 8" CMU. GROUT ALL BLOCK CELLS SOLID.REINFORCE WITH #6 VERTICAL BARS SPACED AT 24" ON CENTER, U.O.N. PROVIDE LADDER TYPE JOINTREINFORCING AT EVERY COURSE WITH #9 SIZE RODS. PROVIDE 8" BOND BEAMS WITHIN 16" OF EVERYFLOOR AND ROOF LEVEL AND REINFORCED WITH 2-#5 HORIZONTAL BARS WITH MATCHING CORNERDOWELS. PROVIDE 2-#5 BOTTOM BARS IN 16" LINTEL BEAM OVER OPENINGS.12.WHERE SUPPORTING PRE-FABRICATED FLOOR TRUSSES, PROVIDE 134"x 20" LVL LEDGER ON CMU SHAFTWALLS. ANCHOR LEDGERS TO CMU WALLS WITH PAIRS OF 34"Ø THREADED STEEL RODS @ 16" O.C.ALONG LEDGER AND @ 8" O.C. VERTICAL SPACING SET 5" INTO GROUTED CMU WITH HILTI HIT HY200ANCHORS (OR EQUAL).13.WHERE SUPPORTING 2x8 CORRIDOR FRAMING, PROVIDE 134"x714" LVL LEDGER ON CMU SHAFT WALL.ANCHOR LEDGER TO CMU WALL WITH 34"Ø THREADED STEEL RODS @ 16" O.C. ALONG LEDGER SET 5"INTO GROUTED CMU WITH HILTI HIT HY200 ANCHORS (OR EQUAL). WHERE NOT SUPPORTING TRUSS ORJOISTS, ONLY PLYWOOD EDGES, LEDGER SHALL BE 2x6 SPF #2, OR BETTER.14.ALL FLUSH FRAMED JOISTS OR BEAMS SHALL HAVE METAL FRAMING HANGER HARDWARE (FACEMOUNTED OR TOP MOUNTED) CAPABLE OF SUPPORTING THE MAXIMUM DESIGN SHEAR CAPACITY OFTHE MEMBER BEING SUPPORTED.15.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT OTHERWISE SHOWN ONTHIS DRAWING.16.REFER TO UPPER LEVEL FLOOR AND ROOF PLANS FOR POSTS FROM ABOVE. UNLESS OTHERWISENOTED, CONTINUE POSTS DOWN TO FOUNDATIONS.17.COORDINATE SIZES AND LOCATIONS OF OPENINGS WITH ARCHITECTURAL AND M.E.P. DRAWINGS.SWCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S104.dwgFOURTH FLOORFRAMING PLANS104ADDENDUM #52017-05-231ADDENDUM #82017-06-012 NOTE #3 (TYP.)18" = 1'-0"ROOF FRAMING PLANNOTE #3 (TYP.)NOTE #1NOTE #1NOTE #12x8 @ 16" O.C.NOTE #3 (TYP.)8" DP. BOND BEAM. REINF.W/ 1-#7 CONTIN. W/MATCHING CORNER BARSW8x28HOIST BEAM.114"x20" RIMBOARD @TRUSSES OVER WALL134"x20" RIMBOARD BTW.TRUSS ENDS OVER WALL134"x20" RIMBOARD BTWTRUSS ENDS OVER WALL2-PLY 134"x714" LVL2-PLY 134"x714" LVL2-PLY 134"x714" LVLROOFTOP ERV (3,200LBS. MAX) ON CURB(SEE NOTES)AT LINE OF ROOFTOP CONDENSERS, THE20" DP. ROOF TRUSS SHALL CARRY A PAIROF ADDITIONAL 100 LBS CONC. DEADLOADS AND 75 LBS. WIND LOADS SPACED2'-0" APART. PAIR OF WIND LOADS ACTOPPOSITE EACH OTHER ( UP OR DOWN)AT LINE OF ROOFTOP CONDENSERS, THE20" DP. ROOF TRUSS SHALL CARRY A PAIROF ADDITIONAL 100 LBS CONC. DEADLOADS AND 75 LBS. WIND LOADS SPACED2'-0" APART. PAIR OF WIND LOADS ACTOPPOSITE EACH OTHER ( UP OR DOWN)114"x20" RIMBOARD BTW.TRUSS ENDS OVER WALLDASHED LINESREPRESENTS PARAPETFRAMING (SEE SECTIONS)DASHED LINESREPRESENTS PARAPETFRAMING (SEE SECTIONS)2x8 BLOCKINGTYP. @ PARAPET2x8 @ 16" O.C.TYP. @ PARAPET2x8 BLOCKINGTYP. @ PARAPET2x8 @ 16" O.C.TYP. @ PARAPET2x8 @ 16" O.C. BTW.TRUSS @ CURVE2-PLY 134"x714" LVL ROOF HATCH2x8 BLOCKINGTYP. @ PARAPET2x8 @ 16" O.C.TYP. @ PARAPET2x8 BLOCKINGTYP. @ PARAPET2x8 @ 16" O.C.TYP. @ PARAPETDASHED LINESREPRESENTS PARAPETFRAMING (SEE SECTIONS)DASHED LINESREPRESENTS PARAPETFRAMING (SEE SECTIONS)2x12 @ 24" O.C.**51 4 "x51 4"P S L P O S T514"x514"PSL POST514"x514"PSL POST5 14"x 5 14" P S L P O S T514"x514"PSL POST514"x514"PSL POSTCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSSCANTILEVER TRUSS CANTILEVER TRUSS2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVERNOTE #1NOTE #1NOTE #2 (TYP.)NOTE #2 (TYP.)NOTE #1 NOTE #2 (TYP.)NOTE #1 NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)NOTE #1NOTE #2 (TYP.)514"x514"PSL POST2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 514"x514" P S L P O S T514"x514"PSL POST514 "x51 4"P S L P O S T 2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER 5 14"x514"PSL POST514"x514"PSL POST2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER514"x514"PSL POST514"x514"PSL POST 2-PLY 134"x20" LVL2x8 @ 24" O.C. FLR.2x4 @ 24" O.C. CEIL.114"x20" RIMBOARD ATFACE OF CANITLEVER514"x514"PSL POST514 "x51 4"P S L P O S T 2-PLY 134"x20" LVL 2x8 @ 24" O.C. FLR. 2x4 @ 24" O.C. CEIL. 114"x20" RIMBOARD AT FACE OF CANITLEVER CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS CANTILEVER TRUSS NOTE #13 NOTE #12NOTE #5NOTE #9NOTE #5NOTE #9SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWNOTE #5NOTE #6NOTE #6NOTE #6NOTE #6NOTE #13NOTE #11NOTE #4NOTE #4NOTE #5NOTE #9NOTE #5NOTE #9NOTE #5NOTE #5NOTE #9NOTE #5NOTE #9NOTE #4NOTE #5NOTE #9NOTE #10NOTE #10NOTE #4NOTE #4SWNOTE #4R4S203R5S203R1S203R2S203R5S203R1S203R1S203R5S203R4S203R5S203R1S203R3S203R3S203R6S203R6S203R7S203R8S2032x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #62x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 13 4"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.NOTE #2 (TYP.)NOTE #1 2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)NOTE #2 (TYP.)NOTE #1 2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL2x8 @ 16" O.C.3-PLY 134"x714" LVLG.C. TO COORD.W/ F.C.U. (SEE MECH.)2x8 @ 16" O.C.G.C. TO COORD.W/ F.C.U. (SEE MECH.)3-PLY 134"x714" LVL412" N.W. CONC. ON3" DP.x18 GA. GALV.COMP. STL DECKCAP CMU WALL W/ 14"x4"CONTIN. STL. PLATE. W/ 34"Øx6"LG. HEADED STUDS @ 24" O.C.EMBEDDED TO BOND BEAMWOOD FRAMED FLOOR NOTES:1. INDICATES DIRECTION OF SPAN OF 58" T. & G. APA RATED PLYWOOD SUB-FLOOR SHEATHINGGLUED AND NAILED (10d @6" O.C.) TO SUPPORTING MEMBERS.2.EXCEPT AS OTHERWISE NOTED, FLOOR JOISTS SHALL BE 20" DEEP PREFABRICATED WOOD TRUSSES @24" INCHES ON CENTERS (TYPICAL UNLESS NOTED OTHERWISE ON PLAN) BEARING ON WOOD STUDBEARING WALLS OR HEADERS.TOP CHORD LIVE LOAD = 35 PSFTOP CHORD DEAD LOAD = 20 PSF (WEIGHT OF TRUSS NOT INCLUDED)BOT. CHORD DEAD LOAD = 10 PSFLIVE LOAD DEFLECTION < L/480TOTAL LOAD DEFLECTION < L/3603.ACROSS THE CORRIDORS, PROVIDE 2x8 @ 16" ON CENTER FRAMING WITH SIMPSON LUS28 FACE MOUNTHANGER ATTACHED TO RIMBOARDS EACH SIDE OF CORRIDOR. WHERE REQUIRED, LEDGERS SHALL BEFASTENED THROUGH GYPSUM WALL BOARD INTO RIMBOARDS.4.PROVIDE LINES OF BRIDGING @ 10'-0" O.C. MAXIMUM SPACING AND WHERE SPECIFIED BY TRUSSDESIGNER.5.EXTERIOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS WITH ZIP R-SHEATHING COMBINATIONINSULATION, MEMBRANE, AND WOOD STRUCTURAL PANEL SHEATHING. REFER TO SCHEDULE ON S301FOR CONSTRUCTION. PROVIDE 2x6 BLOCKING AT HORIZONTAL PLYWOOD JOINTS.6.CORRIDOR WALLS SHALL BE COMPRISED OF 2x6 WOOD STUDS (U.O.N.). THESE WALLS ARE INTENDEDFOR GRAVITY AND LATERAL LOAD RESISTANCE, REFER TO THE SCHEDULE ON S301 FORCONSTRUCTION. PROVIDE GWB SHEATHING PER THE ARCHITECTURAL DRAWINGS OVER STRUCTURALPLYWOOD SHEATHING WHERE REQUIRED. PROVIDE 2x6 BLOCKING AT HORIZONTAL SHEATHING JOINTS.7.WALLS SHOWN ON THE ARCHITECTURAL DRAWINGS AND NOT SHOWN ON THE STRUCTURAL DRAWINGSARE CONSIDERED NON-STRUCTURAL. THOSE WALLS SHALL BE ISOLATED FROM THE STRUCTURE SO ASNOT TO RECEIVE GRAVITY OR LATERAL LOADS. WALLS SHALL BE SUFFICIENTLY BRACED BACK TO THESTRUCTURE AT THEIR TOPS WITH SLIP CONNECTIONS TO PRECLUDE BEARING OF FLOOR OR ROOFFRAMING ON NON-STRUCTURAL WALLS. PROVIDE SIMPSON HTC4 TRUSS CLIPS AT 8'-0" ON CENTERSMAX FOR NON-STRUCTURAL WALLS. PROVIDE ADDITIONAL 2x6 BLOCKING BETWEEN TRUSSES FORCLIPPING NON-STRUCTURAL WALLS PARALLEL WITH TRUSS FRAMING.8. INDICATES SHEAR WALL TYPE. REFER TO S301 FOR CONSTRUCTION AND DETAILS. **INDICATES LOCATION OF END POST AND HOLD DOWN / TENSION TIES FOR SHEAR WALLS, REFER TOSCHEDULE FOR SPECIFIC SIZE AND TYPE. IN ADDITION TO THOSE WALLS MARKED, THE CORRIDOR ANDEXTERIOR WALLS ARE ALSO SHEAR WALLS THAT CONTRIBUTE TO THE LATERAL RESISTANCE OF THEBUILDING. REFER TO S301 FOR CORRIDOR AND EXTERIOR SHEAR WALL REQUIREMENTS AND DETAILS.9.UNLESS OTHERWISE NOTED, WOOD HEADERS OVER OPENINGS IN EXTERIOR WOOD STUD WALLSSHALL BE A TWO (2) PLY 114"x20" DP. LSL RIMBOARD (ONE PLY CONTINUOUS AS TYPICAL RIMBOARD PLUSONE ADDITIONAL PLY). PROVIDE TRIPLE 2x6 JACK POSTS AT EACH END OF HEADERS.10.UNLESS OTHERWISE NOTED, HEADERS OVER OPENINGS IN CORRIDOR STUD BEARING WALLS SHALL BE3-PLY 714" LVL'S DROPPED BELOW CORRIDOR 2x8 FRAMING UNLESS OTHERWISE NOTED ON PLAN. FORINTERIOR HEADERS PROVIDE TRIPLE 2x6 JAMB POSTS (2 JACKS + 1 KING) AT ENDS OF HEADERS.11.ELEVATOR SHAFT WALLS SHALL BE CONSTRUCTED OF 8" CMU. GROUT ALL BLOCK CELLS SOLID.REINFORCE WITH #6 VERTICAL BARS SPACED AT 24" ON CENTER, U.O.N. PROVIDE LADDER TYPE JOINTREINFORCING AT EVERY COURSE WITH #9 SIZE RODS. PROVIDE 8" BOND BEAMS WITHIN 16" OF EVERYFLOOR AND ROOF LEVEL AND REINFORCED WITH 2-#5 HORIZONTAL BARS WITH MATCHING CORNERDOWELS. PROVIDE 2-#5 BOTTOM BARS IN 16" LINTEL BEAM OVER OPENINGS.12.WHERE SUPPORTING PRE-FABRICATED FLOOR TRUSSES, PROVIDE 134"x 20" LVL LEDGER ON CMU SHAFTWALLS. ANCHOR LEDGERS TO CMU WALLS WITH PAIRS OF 34"Ø THREADED STEEL RODS @ 16" O.C.ALONG LEDGER AND @ 8" O.C. VERTICAL SPACING SET 5" INTO GROUTED CMU WITH HILTI HIT HY200ANCHORS (OR EQUAL).13.WHERE SUPPORTING 2x8 CORRIDOR FRAMING, PROVIDE 134"x714" LVL LEDGER ON CMU SHAFT WALL.ANCHOR LEDGER TO CMU WALL WITH 34"Ø THREADED STEEL RODS @ 16" O.C. ALONG LEDGER SET 5"INTO GROUTED CMU WITH HILTI HIT HY200 ANCHORS (OR EQUAL). WHERE NOT SUPPORTING TRUSS ORJOISTS, ONLY PLYWOOD EDGES, LEDGER SHALL BE 2x6 SPF #2, OR BETTER.14.ALL FLUSH FRAMED JOISTS OR BEAMS SHALL HAVE METAL FRAMING HANGER HARDWARE (FACEMOUNTED OR TOP MOUNTED) CAPABLE OF SUPPORTING THE MAXIMUM DESIGN SHEAR CAPACITY OFTHE MEMBER BEING SUPPORTED.15.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT OTHERWISE SHOWN ONTHIS DRAWING.16.REFER TO UPPER LEVEL FLOOR AND ROOF PLANS FOR POSTS FROM ABOVE. UNLESS OTHERWISENOTED, CONTINUE POSTS DOWN TO FOUNDATIONS.17.COORDINATE SIZES AND LOCATIONS OF OPENINGS WITH ARCHITECTURAL AND M.E.P. DRAWINGS.18.ALL ROOF TRUSSES SHALL HAVE HURRICANE TIES CAPABLE OF SUPPORTING THE UPLIFT REACTIONDUE TO WIND LOADING. UPLIFT REACTIONS AND HURRICANE TIE HARDWARE SHALL BE SPECIFIED BYTHE TRUSS SUPPLIER. PROVIDE SIMPSON H3 HURRICANE TIES MINIMUM.SWCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S105.dwgROOFFRAMING PLANS105ADDENDUM #52017-05-231ADDENDUM #82017-06-012 1'-0"3'-0"B.O. FTG. EL.(V.I.F.)4'-0" MIN.4" CONC.SLAB-ON-GRADET.O. SLABEL. SEE ARCHFINISHED GRADEEL. (SEE CIVIL)1'-4"W.W.F.FOR INSULATIONSEE ARCH.4-#5 BOT. CONTIN.#4@12 O.C.EA. WAYEA. FACEBRICK VENEER(SEE ARCH.)812" STEM712" SHELF16" CONC.FDN. WALL2x4 KEYWAY1312"OUTSIDE FACEOF FDN. WALL14SECTION34"=1'-0"13SECTION34"=1'-0"4" CONC.SLAB-ON-GRADET.O. SLABEL. SEE ARCHW.W.F.FOR INSULATIONSEE ARCH.4'-0" MIN. 1'-0"B.O. FTG. EL.(V.I.F.)FINISHED GRADEEL. (SEE CIVIL)2'-6"VARIES#5@12 O.C.EA. WAY8" CONC.FDN. WALL3" SHELF5" STEM3"#5@12 O.C.EA. WAY3-#5 BOT. CONTIN.ALTERNATEDIRECTION OFHOOK DOWELSDOWELS TOMATCH FDN. WALLVERT. REINF.ZIP R-SHEATHINGW/ 12" OSBINTEGRALCOLCOLDOWEL VERT.INTO FTG.4-34"Ø HEADEDANCHOR RODSw/ 12" EMBED.4" CONC.SLAB-ON-GRADET.O. SLABEL. SEE ARCHBRICK VENEER(SEE ARCH.)1312"OUTSIDE FACEOF FDN. WALLW.W.F.CONC. PILASTER INTEGRALWITH FOUNDATION WALL(REFER TO DETAILS ON S101A)FDN. WALLBEYOND12" TYP. ON THREEINTERIOR SIDESHSS STL. COL.(SEE PLAN)2SECTION34"=1'-0"B.O. FTG. EL.(V.I.F.)#4 @ 12" O.C. HORIZ.#6 @ 16" O.C. VERT.#5 @ 12" O.C.T&B E.W.DOWELS TO MATCHPIT WALL VERT.REINF.12"12"B.O. NEW ELEV. PITMAT SLAB ELEV.(G.C. TO COORDIN.)NEW CONC. ELEV.PIT MAT SLABFOUNDATIONWATERSTOP CONT. ATJOINTS IN ELEV. PIT FDN.CONSTRUCTIONELEV. PIT G.C. TO COORDINATE DIMENSIONSVAPORBARRIER T.O.C. SLAB-ON-GRADEELEV. (SEE ARCH)4" CONC. SLAB-ON-GRADEW.W.F.12" COMPRESSIBLEFILLER#6 DOWELS TOMATCH CMU WALLVERT. REINF.8" NOMINAL CMU WALL(GROUT ALL CELLSSOLID AT ELEVATOR)#6 @ 24" O.C. VERT.334"=1'-0"SECTION4" CONC.SLAB-ON-GRADET.O. SLAB-ON-GRADEEL. SEE ARCHW.W.F.3-#5 BOT. CONTIN.1'-0"2'-6"1'-0"#5@12" O.C. E.W.I.FDOWELS TOMATCH FDN. WALLVERT. REINF.12" COMPRESSIBLEFILLER (TYP.)10" CONC. FDN. WALLCONC. FTG.SEE PLAN2" CLEAR TO VERTREFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.WATERPROOFINGSEE ARCH.2'-0" MIN. OFWELL-DRAINING FILL3-#5 T&B CONTIN.1'-0"2'-6"1'-0"4" CONC.SLAB-ON-GRADET.O. SLAB-ON-GRADEEL. SEE ARCHCONC. STRIPFTG.ENCASE STL. COL.BASE IN CONC. SLABW.W.F.HSS 4x4x38STL. POST10"CONC. WALL(BEYOND) LC34"x12"x1'-0" STL. BASE PLATE ON 14" L.P.AND 34" GROUT W/ 4-3/4"Ø ANCHORS W/ 9"EMBED. AND HEX NUT WELD TO ENDREFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.#5@12" O.C. E.W.I.F10" CONC. FDN. WALLZIP R-SHEATHINGW/ 12" OSBINTEGRALT.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW.W.F.WOOD STUDWALL. SEE PLANAND SCHED.1-#51-#5#4 DOWELS@ 18" O.C.16"30"FORM EDGE14"x6" CONTIN. STL DECKPLATE W/ 34"Øx6" LG.HEADED STUDS @ 24" O.C.FINISHED GRADEHSS 4x4x38STL. POST1-#5 CONTIN.T.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW.W.F.#4x4'-0" LG.W/ 180° HOOK@ 24" O.C.38" BENT PLATE W/34"Ø x 6" LG. HEADEDSTUD @ 24" O.C. LCSTL.WOOD STUDWALL. SEE PLANAND SCHED.W10 BM. (SEE PLAN)W-BM (SEE PLAN)3"E.O. SLAB ANDF.O. STUD#5@12" O.C. E.W.I.F10" CONC. FDN. WALL1-#4x4'-0" ADD'L AT BEAMPOCKET BRG. PLATE34"x6"x1'-0" LONG STL EMBED.BRG. PLATE W/ (2)-34"Øx6" LG.HEADED STUDS1-#4x4'-0" ADD'L ATBEAM POCKETT.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW10 BM. (SEE PLAN)6" CONC.SLAB-ON-GRADEW.W.F.#4x8'-0" LG. @ 18"O.C. OVER WALL1-#5 CONT.34"Øx6" LG.HEADED STUDS(TYP.)6"x12" BEAM POCKETFOR W10 BEAMDEPTH. FILL W/ CONC.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.2'-0" MIN. OFWELL-DRAINING FILL#5@12" O.C. E.W.I.F1-#514"x6" CONTIN. STL DECKPLATE W/ 34"Øx6" LG.HEADED STUDS @ 24" O.C.T.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECK6" CONC.SLAB-ON-GRADEW.W.F.1-#5 CONT.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.#4 DOWELS@ 18" O.C.16"30"#4x8'-0" LG. @ 18"O.C. OVER WALL10" CONC. FDN. WALL2'-0" MIN. OFWELL-DRAINING FILL1SECTION34"=1'-0"7SECTION34"=1'-0"8SECTION34"=1'-0"PLYWOODSHEATHING12SECTION34"=1'-0"SECTION34"=1'-0"11SECTION34"=1'-0"10REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW SLAB.2'-0" MIN. OFWELL-DRAINING FILLREFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.6SECTION34"=1'-0"8" NOMINAL FULLY GROUTEDCMU WALL. REFER TOSCHD., NOTES AND DETAILSON S2.3DASHED LINE REPRESENTSDOWELS BTW. CMU & FDN.TO MATCH CMU VERT. REINF.DOWELS TOMATCH VERTICALWALL REINF.8"1'-0"B.O. FTG.ELEV.COLF.O. STUD ANDF.O. FDN. WALL412"LGMF (SEE ARCH)1'-4"2'-0"8"8"2- #5 B. CONTIN.5SECTION34"=1'-0"WALL & THICKENEDSLABW.W.F.SEE PLANFOR T.O.C.ELEV.4" SLAB-ON-GRADE (TYP.)2x6 STUD WALL(SEE PLAN)CONTROLS TO BE LOCATEDAT EDGE OF THICKENEDSLAB (SEE PLAN) LCW.W.F.T.O.C. EL(SEE ARCH)4" CONC.SLAB-ON-GRADE#6@24" O.C.DOWELS TO MATCHCMU WALL VERTS.8" NOMINALCMU WALL#5@12" O.C. E.W.E.F10" CONC. FDN. WALL9SECTION34"=1'-0"12" COMPRESSIBLE FILLER4" CONC.SLAB-ON-GRADET.O. SLAB-ON-GRADEEL. SEE ARCHW.W.F.12" COMPRESSIBLEFILLER (TYP.)4" CONC.SLAB-ON-GRADET.O. SLAB-ON-GRADEEL. SEE ARCH8" HAUNCHT.O. CONC.EL. SEE ARCH1'-0" MIN.1'-0"1'-6"1'-0"KEYWAYKEYWAY#5@12 O.C.EA. WAY#4x2'-6"x2'-6" BENTDOWELS @ 12" O.C.#4 @ 12" O.C.TOP SHORT4-#5 BOT.1-#5#4 @ 12" O.C.IN SLABLAP 2'-6"4'-0"15SECTION34"=1'-0"8" CONC. WALL12" APA RATEDPLYWOOD WALLSHEATHINGALTERNATEDIRECTION OFHOOK DOWELS3-#5 BOT. CONTIN.W.W.F.T.O.C. EL(SEE ARCH)4" CONC.SLAB-ON-GRADE12" COMPRESSIBLE FILLERW.W.F.T.O.C. EL(SEE ARCH)4" CONC.SLAB-ON-GRADE12" COMPRESSIBLE FILLERCOL4" CONC.SLAB-ON-GRADET.O. SLABEL. SEE ARCHW.W.F.B.O. FTG. EL.(V.I.F.)REFER TO FDN. NOTES ANDGEOTECH. REPORT FOR SUB-GRADEREQUIRED BELOW FTG.4-34"Ø HEADEDANCHOR RODSw/ 12" EMBED.CONC. PILASTER INTEGRALWITH FOUNDATION WALL(REFER TO DETAILS ON S101A)FDN. WALLBEYONDDOWEL VERT.INTO FTG.1'-0"412"HSS6x6STL. COL.434"=1'-0"SECTIONDOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)DOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)DOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)DOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S200.dwgSECTIONSS200 ADDENDUM #52017-05-231 T.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW.W.F.2x6 STUDSIDE WALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL412"E.O. SLAB ANDF.O. STUD#4x4'-0" LG.W/ 180° HOOK@ 18" O.C.HSS STL. COL.(SEE PLAN)W-BEAM(SEE PLAN)38" BENT PLATE W/34"Ø x 6" LG. HEADEDSTUD @ 24" O.C.1-#5 T.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW.W.F.2x6 STUDSIDE WALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL412"E.O. SLAB ANDF.O. STUD#4x4'-0" LG.W/ 180° HOOK@ 18" O.C.HSS STL. COL.(SEE PLAN)W-BEAM(SEE PLAN)38" BENT PLATE W/34"Ø x 6" LG. HEADEDSTUD @ 24" O.C.1-#5W.W.F.T.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW-BEAM(SEE PLAN)STIFFENER BEAMSEAT CONN.STABILIZERANGLEL3x3x516 CONT.LEDGERWT6 WELD TOTOP OF W24 BM.1-#56"ZIP R-SHEATHINGW/ 12" OSBINTEGRAL LCLCLC12" #4 BENT DOWELS @ 18" O.C.2'-0"2'-0"6"W-BEAM(SEE PLAN)STIFFENER BEAMSEAT CONN.STABILIZERANGLEWOOD STUDWALL BEYOND LCWOOD STUDWALL BEYONDT.O.C. EL(SEE ARCH)412" N.W. CONC. ON3"x18GA COMP. STL. DECKW.W.F.16SECTION34"=1'-0"17SECTION34"=1'-0"18SECTION34"=1'-0"19SECTION34"=1'-0"2x6 STUDEXTERIORWALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL412"F.O. STUD AND END OFTRUSS TOP CHORD20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)38" FULL DEPTH STIFFENERPLATE EA. SIDE OF BM.WEB OVER COLUMNW-BM. (SEE PLAN)34"x8"x1'-0" A36 CAP PLATEON STL. COL W/ (4)-3/4"ØA325 BOLTS TO BEAMHSS6x6 COLUMN12"2-2x8 F.T. SYP NAILER BOLTED TO BM. TOPFLANGE W/ 12"Ø A307 BOLTS @ 24" O.C.STAGGER EA. SIDE OF BM. WEB2 ROWS OF 14"ØWD. SCREWS @ 8"O.C. STAGG.34" APA-RATEDPLYWOOD SUB-FLOORDBL. TOP CHORDWITH SYP LUMBERDBL BOT. PLATESOLID SYP BLOCKING BTW. TRUSSEST.O. PLYWOOD SUB-FLOOREL. (SEE ARCH.)PROVIDE ADD'L 38" STL. PLATE @FOUR (4) TRUSSES AT COL.BOLT 2-2x4 TO PLATE ANDSCREW TO TRUSS BOT. CHORDW/ 6-1/4"Ø SCREW EACHTRUSS DESIGNER TO DESIGNTRUSS TO TRANSFER 1000LBS. THRU BOT. CHORD ANDWEB TO TOP CHORD LCCOL.BM.2334"=1'-0"SECTION412" N.W. CONC. ON 3"x18GAGALV. COMP. STL. DECKW.W.F.#4x4'-0" LG.W/ 180° HOOK@ 18" O.C.T.O.C. EL(SEE ARCH)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN1-#5W-BM. (SEE PLAN)HSS COL. (SEE PLAN) LCCOL.BM.6"2'-0"LCFIRST TRUSSE.O. BENTPLATE38" CONTIN. BENT PLATE SLABEDGE W/ 34"Øx6"LG. @ 24" O.C.HEADED STUDS INTO SLABAND 34"Øx312" LG. @ 48" O.C.THREADED ROD TO WOODCONTIN. 2x8 LEDGER. NOTETHREADED RODS GO THRU LEDGERFOR TENSION TIE CONNECTION34"Ø THREADEDRODS 312" LG. @48" O.C.T.O. CONC. SLABEL. SEE ARCH2x4 CRIPPLE BLOCKING @24" O.C. BTW. SLAB LEDGERAND FIRST TRUSSSIMPSON LTT19 TENSION TIES @ 48"O.C. BOLTED TO SLAB EDGE VIATHREADED ROD AND SCREWED TO 2x4BLOCKING W/ #9x112" WD. SCREWS10d @ 6" O.C.NAIL THRU PLYWOODINTO BLOCKING W/ 2ROWS 10d.x112" @ 4" O.C.2434"=1'-0"SECTIONW-BM. (SEE PLAN)HSS4x4 COL.20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)T.O. PLYWOOD SUB-FLOOREL. (SEE ARCH.)DBL. TOP CHORDWITH SYP LUMBERDBL BOT. PLATE2x6 STUDCORRIDOR WALLONE ROW OF 14"ØWD. SCREWS @8" O.C.2x8 JOISTS @ 24"O.C NOTCHED ATBRG. ON STEEL2x6 F.T. BLOCKINGBTW. JOISTS ENDSAT BRG.34" APA-RATEDPLYWOOD SUB-FLOOR38" KNIFE-PLATE CONN.W/ 4 BOLTS (TYP. @ BM.SUPPORTING WOODTRUSSES2-2x6 F.T. SYP NAILER BOLTEDTO BM. TOP FLANGE W/ 12"ØA307 BOLTS @ 24" O.C.STAGGER EA. SIDE OF BM. WEB12" APA-RATED WALLSHEATHING COL.BM.LC234"F.O. STUD WALL2534"=1'-0"SECTION34" APA-RATEDPLYWOOD SUB-FLOORDBL. TOP CHORDWITH SYP LUMBERW-BM. (SEE PLAN)HSS COL. (SEE PLAN)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)REFER TO SECTION___/S___FOR STL BRACING MEMBERSCONTINUOUS 2x6 EDGE MEMBERDBL BOT. PLATE W/ 2-14"Ø WD.SCREWS @ EA. CANTIL. TOP CHORD2x6 STUD EXTERIORWALL AROUND CANTIL.BAY FRAMINGDBL. TOP CHORD EXTENSIONWITH SYP LUMBER2x6 SPF#2 SCAB EA. SIDE OFCANTIL. TOP CHORD. EXTENDBACK SPAN 6'-0" INTO BUILDINGATTACH 2x6 SCAB TO TOP CHORDW/ 14"Ø WD. SCREWS @ 8" O.C.T.O. PLYWOOD SUB-FLOOREL. (SEE ARCH.)514"x514" PSL POSTAT CORNER OFWALL BEYONDOMIT BEAM NAILERBUT SOLID F.T. BLOCKBTW. TRUSS/SCAB2634"=1'-0"SECTION20SECTION34"=1'-0"34" THICK APA RATED T & GPLYWOOD SUB-FLOORSHEATHING (TYP.)134"x20" LVL LEDGER (TYP.@ TRUSS SUPPORT)20" DP. PRE-FAB WD. FLOORTRUSSES @ 24" O.C. (TYP.)T.O. SUB-FLOOR(SEE ARCH.)TRUSS HANGER BYTRUSS SUPPLIER (TYP.)4" (MIN.)8"PAIRS OF 34"Ø THREADEDROD EPOXY ANCHORS @16" O.C. W/ 6" EMBED.8" NOMINAL FULLYGROUTED CMU WALLREFER TO PLANSFOR WALLREINFORCING34" THICK APA RATED T &G PLYWOOD SUB-FLOORSHEATHING (TYP.)134"x512" LVL LEDGER (TYP. WHENNOT SUPPORTING TRUSSES)20" DP. PRE-FAB WD. FLOORTRUSSES @ 24" O.C. (TYP.)T.O. SUB-FLOOR(SEE ARCH.) 34"Ø THREADEDROD EPOXYANCHORS @ 16" O.C.W/ 6" EMBED.SECTION34"=1'-0"2x4 (FLAT) @ 2'-0" O.C. (TYP.)(LOCATE AT TENSION TIES)(2) ROWS OF 10d NAILS@ 4" O.C.SIMPSON LTT19 TENSION TIES@ 4'-0" O.C.(EVERY THIRDLEDGER ANCHOR) FULLYNAILED TO 2x4 BLOCKING218" NOMINAL FULLYGROUTED CMU WALLREFER TO PLANSFOR WALLREINFORCING278" (MIN.)T.O.C. EL.SEE PLANW.W.F.W-BM. (SEE PLAN)1" OF 5000 PSINON-SHRINK GROUT22SECTION34"=1'-0" 2x6 STUDEXTERIORWALL1-#5 CONTIN.38"Ø TITEN HD CONC.SCREWANCHORS @ 8" O.C. W/ 314" EMBED 12" THK. APARATED PLYWOODWALL SHEATHING8" NOMINAL FULLYGROUTED CMU WALLREFER TO PLANSFOR WALLREINFORCING1"x6"x1'-0"BEARING PLATE2-12"Ø x 9" LONG (WITH3" HOOK) BEARINGPLATE ANCHORS#5x2'-6"x2'-6" DOWELS @ 24" O.C.(LAPPED w/ WALL VERTICALS)1/4" THK. x 4" WIDE CONT.CAP PLATE W/ 34"Ø x 6" LG.HEADED STUDS @ 2'-0" O.C.DOWN INTO GROUTED CMU412" N.W. CONC. ON 3"x18GAGALV. COMP. STL. DECK2x6 STUDSIDE WALLHSS4x4 COL.T.O. PLYWOODSUB-FLOOR EL.(SEE ARCH.)34"x5"x1'-0" STL. CAPPLATE ON STL. COL W/(2)-34"Ø A325 BOLTS TOCHANNEL. USE TAPEREDSTL. SHIMS AS REQ'DAND TACK IN PLACE34" APA-RATEDPLYWOOD SUB-FLOOR2x8 CORRIDORFRAMINGMC12 LEDGER W/ EXTENDEDENDS OUT TO BM./COL.2x4 SYP NAILER BOLTED TOCHANNEL TOP FLANGE W/12"Ø A307 BOLTS @ 24" O.C.OPNG IN CMU(SEE ARCH./ELEV.SUPPLIER)2-#5 BOT. IN U-BLOCK LINTEL BEAMOVER OPNG. (8" BRG. EA. END)2"2"8"34"Ø THREADED RODS IN 2 ROWS @ 16" O.C.(STAGG.) WITH 6" EMBED INTO GROUTEDCMU UTIL. HILTI HIT-HY200 EPOXYOPNG IN CMU(SEE ARCH./ELEV.SUPPLIER)2734"=1'-0"SECTIONDOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)114"DOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)DOUBLE BOT. PLATE W/ 38"ØSIMPSON TITEN HD SCREWANCHORS (SEE SCHD. ON S301)2834"=1'-0"SECTION58" APA RATEDPLYWOOD SHEATHING34" APA RATEDPLYWOOD SUB-FLOORTRUSS DESIGNER SHALL INCLUDEA REVERSIBLE CONCENTRATEDVERTICAL LIVE LOAD OF 2000LBS.AT THIS LOCATIONWOOD STUDEXTERIOR WALL(TYP.)TRUSS SUPPLIER SHALLPROVIDE MIN. 3-2x VERTICALMEMBER AT THIS LOCATION6'-0" BACK FROM WALL6'-0"CONTINUOUS 134"x714" LVLCANTILEVER MEMBERS3-8d MIN. (TYP.)FLITCH BEAM HEADER w/ 3-2x8 PLUS2-12"x714" CONT. STL. PLATES (A36)FASTEN TOGETHER W/ (2) ROWS OFGALV. 12" Ø BOLTS @ 12" O.C. W/COUNTERSUNK HEADSDOUBLE 2x6 TOPPLATES CONTIN.2-2x8 CONTIN. BAND JOIST AT CANTIL.FRAMING ONLY w/ 4-16d NAILS TOEACH PWFT. SUPPORTED ON MIN.QUAD END BLOCK OF TRUSS(9) - SDS25312WOOD SCREWSPAIRS OF SIMPSONS LSTA12STRAPS BTW. BAND JOIST ANDRIMBOARD EACH END BEYOND134"x714" LVL FASCIACONTIN. HUNG w/ PAIRS OFA35 FRAMING ANGLES(ONE EACH SIDE - STAGG.)514"x514" PSL JACK POSTBEYOND AT EACH ENDOF FLITCH BEAM2x8 FRAMING AT ENDSBEYOND CANTIL. ZONEBLOCK BELOWCANTIL. LVLs2934"=1'-0"SECTION58" APA RATEDPLYWOOD SHEATHING34" APA RATEDPLYWOOD SUB-FLOORTRUSS DESIGNER SHALL INCLUDEA REVERSIBLE CONCENTRATEDVERTICAL LIVE LOAD OF 500LBS.AT THIS LOCATIONWOOD STUDEXTERIOR WALL(TYP.)TRUSS SUPPLIER SHALLPROVIDE MIN. 2-2x VERTICALMEMBER AT THIS LOCATION3'-0" BACK FROM WALL3'-0"CONTINUOUS 2x8CANTILEVER MEMBERS3-8d MIN. (TYP.)TOP OF SUB-FLOORELEV. (SEE ARCH.)FLITCH BEAM HEADER w/ 3-2x8 PLUS2-12"x714" CONT. STL. PLATES (A36)FASTEN TOGETHER W/ (2) ROWS OFGALV. 12" Ø BOLTS @ 12" O.C. W/COUNTERSUNK HEADSDOUBLE 2x6 TOPPLATES CONTIN.2-2x8 CONTIN. BAND JOIST AT CANTIL.FRAMING ONLY w/ 4-16d NAILS TOEACH PWFT. SUPPORTED ON MIN.QUAD END BLOCK OF TRUSS(6) - SDS25312WOOD SCREWSPAIRS OF SIMPSONS LSTA12STRAPS BTW. BAND JOIST ANDRIMBOARD EACH END BEYOND134"x714" LVL FASCIACONTIN. HUNG w/ PAIRS OFA35 FRAMING ANGLES(ONE EACH SIDE - STAGG.)514"x514" PSL JACK POSTBEYOND AT EACH ENDOF FLITCH BEAMBLOCK BELOWCANTIL. LVLsT.O.C. EL(SEE ARCH)412" N.W. CONC.ON 3"x18GACOMP. STL. DECK30SECTION34"=1'-0"REFER TO ADDITIONAL SECTIONSFOR TYPICAL STEEL AND WOODSTUD WALL FRAMING INFORMATIONW-BEAM(SEE PLAN)HSS-COL.(SEE PLAN)HSS8x4 OUTRIGGERFULLY WELDED TOCOLUMN (BEYOND)58" APA RATEDPLYWOOD SHEATHING2-PLY 134"x714" LVL38" KNIFE PLATE CONN. TO STL.EA. END w/ (2) -12"Ø THROUGHBOLTS AND L3x3x14" SEAT ANGLE(AT STEEL SUPPORTS EA. END)2x8 @ 16" O.C.w/ LUS26 HANGERCONTIN. FIRE-TREATED 2x8LEDGER w/ 34"Ø @ 16" O.C.BOLTS TO BEAM WEBCopyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S201.dwgSECTIONSS201 ADDENDUM #52017-05-231ADDENDUM #82017-06-012 20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)114"x20" DP. LSLRIMBOARD CONTIN.12" APA RATED PLYWOODSHEATHING (TYP.)2SECTION34"=1'-0"20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)114"x20" DP. LSLRIMBOARD CONTIN.34" PLYWOODSUBFLOOR1SECTION34"=1'-0"20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)34" APA RATEDPLYWOOD SUBFLOOR3-134"x714" DP. LVLNO RIMBOARD THRUALCOVE2x8 @ 16" O.C.CORRIDOR WALL BEYOND. PROVIDE3-2x6 JACKS AT JAMB OF OPNG. FORALCOVE ENTRIESBOTTOM OF TRUSS(BEYOND)3SECTION34"=1'-0"114"x20" DP. LSLRIMBOARD CONTIN.ZIP R-SHEATHINGW/ 12" OSBINTEGRAL5SECTION34"=1'-0"6SECTION34"=1'-0"34" APA RATEDPLYWOOD SUBFLOOR20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)514"x514" PSLPOST ATCORNER514"x514" PSLPOST ATCORNERZIP R-SHEATHINGW/ 12" OSBINTEGRAL134"x20" LVLRIM BOARDINVERTED HHUSC48HANGER TRUSSTORIM CONN.8SECTION34"=1'-0"2x4 @ 24" O.C. CEILINGJOISTS W/ LU24 HANGERSZIP R-SHEATHINGW/ 12" OSBINTEGRAL514"x514" PSL POSTAT CORNER(BEYOND)514"x514" PSL POSTAT CORNER(BEYOND)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x8 FLOORJOISTS INBAY34" APA RATEDPLYWOOD SUBFLOOR2x4 @ 24" O.C.CEILING JOISTS2-134"x20" LVL RIMBOARD BEYONDACROSS BAY9SECTION34"=1'-0"WOOD STUDWALL BEYONDSEE ARCHDWG FOR EL.SEE ARCHDWG FOR EL.SEE ARCHDWG FOR EL.SEE ARCHDWG FOR EL.SEE ARCHDWG FOR EL.20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)SEE ARCHDWG FOR EL.ZIP R-SHEATHINGW/ 12" OSBINTEGRAL20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)SEE ARCHDWG FOR EL.2x8 W/ JB28HANGEREA. END2-PLY 134"x20" LVL ACROSSBAY AND STRAPPED TOWALL BEYOND (T=2000 LBS)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x4 STAGGEREDON 2x6 PLATES2x4 STAGGEREDON 2x6 PLATES34" APA RATEDPLYWOOD SUBFLOORSEE ARCHDWG FOR EL.4SECTION34"=1'-0"2x4 CONTIN. BOT. CHORD BRACINGALIGN FRAMING OVER FCU WITHCORRIDOR FRAMING (CORRIDOR JOISTSNEED NOT BE CONTINUOUS INTO UNIT)714" LVL FRAMING @SECOND FLOOR CORRIDORTRANSFERS (SEE PLAN)34" APA RATEDPLYWOOD SUBFLOOR20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)514"x514" PSLPOST ATCORNER514"x514" PSLPOST ATCORNERZIP R-SHEATHINGW/ 12" OSBINTEGRAL134"x16" LVLRIM BOARD2x8 W/ JB28HANGEREA. END2-PLY 134"x20" LVL ACROSSBAY AND STRAPPED TOWALL BEYOND (T=2000 LBS)INVERTED HHUSC48HANGER TRUSSTORIM CONN.WOOD STUDWALL BEYOND7SECTION34"=1'-0"2x4 @ 24" O.C. CEILINGJOISTS W/ LU24 HANGERSSEE ARCHDWG FOR EL.TRUSS DEPTH ATSECOND LEVELCANTILEVER TO BE 16"14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.DOUBLE TOPPLATE (TYP.)14"Ø WD.SCREWS @8" O.C.2x8 SOLIDBLOCKING BTW.JOISTS2x6 WD. STUD CORRIDOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)SINGLE BOTTOMPLATE ABOVEFIRST (TYP.)DOUBLE TOPPLATE (TYP.)14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.2x6 WD. STUD CORRIDOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)12" APA RATED PLYWOODSHEATHING (TYP.)34" APA RATEDPLYWOODSUBFLOOR34" APA RATEDPLYWOODSUBFLOOR2x8 FRAMING @CORRIDOR (TYP.-SEE PLAN)3-PLY 714" LVLHEADER (TYP.)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES (PWFT)(SEE PLAN)14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.2x6 WD. STUD EXTERIOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)34" APA RATEDPLYWOODSUBFLOOR14"Ø WD.SCREWS @8" O.C.2x6 WD. STUD EXTERIOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)2x6 WD. STUD EXTERIOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)34" APA RATEDPLYWOODSUBFLOORDOUBLE TOPPLATE (TYP.)SINGLE BOTTOMPLATE (TYP.)DOUBLE TOPPLATE (TYP.)DOUBLE TOPPLATE (TYP.)SINGLE BOTTOMPLATE (TYP.)SINGLE BOTTOMPLATE (TYP.)SINGLE BOTTOMPLATE (TYP.)WOOD STUDWALL BEYONDSINGLE BOTTOMPLATE (TYP.)14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.2x6 WD. STUD EXTERIOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)SINGLE BOTTOMPLATE (TYP.)14"Ø WD.SCREWS @8" O.C.2x6 WD. STUD EXTERIOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)10SECTION34"=1'-0"20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x4 STAGGEREDON 2x6 PLATES12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)2x4 STAGGEREDON 2x6 PLATESSEE ARCHDWG FOR EL.34" APA RATEDPLYWOOD SUBFLOOR14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.11SECTION34"=1'-0"20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x4 STAGGEREDON 2x6 PLATES12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)2x4 STAGGEREDON 2x6 PLATES34" APA RATEDPLYWOOD SUBFLOOR14"Ø WD.SCREWS @8" O.C.14"Ø WD.SCREWS @8" O.C.SEE ARCHDWG FOR EL.FACE MOUNTHANGER (TYP.)SIMPSON HU7 FACEMOUNT HANGERSIMPSON HU7 FACEMOUNT HANGER2x4 @ 24" O.C.DIAPHRAGMCRIPPLE BLOCKING2x6 WD. STUD CORRIDOR WALL (SEESCHED. ON S301 FOR CONSTRUCTION)2x6 WD. BRG. WALL TRANSFERREDAT SECOND FLOORTHA426 HANGER BYSIMPSON (TYP. AT FCUs)Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S202.dwgSECTIONSS202 ADDENDUM #52017-05-231 20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x4 STAGGEREDON 2x6 PLATESW/ 12" PLYWOODFOR SHEARSEE ARCHDWG FOR EL.20" DEEP PREFABRICATEDWOOD ROOF TRUSSES (PWFT)(SEE PLAN)2x6 @ 16"O.C. STUDSIDE WALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL58" APA RATEDPLYWOOD ROOFSHEATHINGT.O. ROOF EL.(SEE ARCH)114"x20" DP. LSLRIMBOARD CONTIN. EACH 20" DP. ROOF TRUSSSHALL CARRY AN ADD'L 200 LBS.CONC. WIND LOAD IN THE PLANEOF THE TRUSS UPWARD ORDOWNWARD (SEE PLAN)2x6 @ 16"O.C. STUDSIDE WALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL58" APA RATEDPLYWOOD ROOFSHEATHINGT.O. ROOF EL.(SEE ARCH)114"x20" DP. LSLRIMBOARD CONTIN.2x6 @ 16" O.C. PARAPETWALL W/ SINGLEPLATES TOP AND BOT.212-SDS25400 SCREWS @24" O.C. TOP CHORD2-SDS25400 SCREWS @16" O.C. STUDS/TOP PLATE2-SDS25400 SCREWS @24" O.C. TOP CHORD58" PLYWOOD2x4 KICKERS @ 32" O.C.PAIRS OF A34 FRAMINGANGLES W/ SD #9x112" WD.SCREW AT EACH KICKERPAIRS OF A34 FRAMINGANGLES W/ SD #9x112" WD.SCREW AT EACH KICKERHEIGHT VARIES (SEE ARCH)20" DEEP PREFABRICATEDWOOD ROOF TRUSSES (PWFT)(SEE PLAN)2x6 @ 16"O.C. STUDSIDE WALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL58" APA RATEDPLYWOOD ROOFSHEATHINGT.O. ROOF EL.(SEE ARCH)ADD'L 20" DP/ ROOF TRUSS W/ ADDITIONAL100 PLF WIND LOAD IN PLANE OF TRUSSACTING UPWARD OR DOWNWARD2x6 @ 16"O.C. STUDSIDE WALLZIP R-SHEATHINGW/ 12" OSBINTEGRAL58" APA RATEDPLYWOOD ROOFSHEATHINGT.O. ROOF EL.(SEE ARCH)2x6 @ 16" O.C. PARAPETWALL W/ SINGLEPLATES TOP AND BOT.212-SDS25400 SCREWS @24" O.C. TOP CHORD2-SDS25400 SCREWS @16" O.C. STUDS/TOP PLATE2-SDS25400 SCREWS @24" O.C. TOP CHORD58" PLYWOOD2x4 KICKERS @ 32" O.C.PAIRS OF A34 FRAMINGANGLES W/ SD #9x112" WD.SCREW AT EACH KICKERPAIRS OF A34 FRAMINGANGLES W/ SD #9x112" WD.SCREW AT EACH KICKERHEIGHT VARIES (SEE ARCH)2x8 BLOCKING (TYP.)2x8 @ 16" O.C. WHERENOTED ON PLAN AT CURVE2"x20 GA. STL.STRAP TENSIONBRIDGING @ 32" O.C.T.O. ROOF EL.(SEE ARCH)R1SECTION34"=1'-0"R2SECTION34"=1'-0"R3SECTION34"=1'-0"R4SECTION34"=1'-0"R5SECTION34"=1'-0"R6SECTION34"=1'-0"20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x4 STAGGEREDON 2x6 PLATES12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLANSEE ARCHDWG FOR EL.14"Ø WD.SCREWS @8" O.C.R7SECTION34"=1'-0"20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN2x4 STAGGEREDON 2x6 PLATES12" APA RATED PLYWOOD SHEATHING( SEE SCHED. ON S301 FOR SHEARWALL SHEATHING NAIL REQ'T)20" DEEP PREFABRICATEDWOOD FLOOR TRUSSES(PWFT) SEE PLAN14"Ø WD.SCREWS @8" O.C.SEE ARCHDWG FOR EL.58" APA RATEDPLYWOOD ROOFSHEATHING2x4 @ 24" O.C.DIAPHRAGMCRIPPLE BLOCKINGH3 HURRICANE TIE(MIN.) AT EACHTRUSS EACH END58" APA RATEDPLYWOOD ROOFSHEATHING58" APA RATEDPLYWOOD ROOFSHEATHINGT.O. CONC. SHAFT CAPELEV. (SEE ARCH.)REFER TO PLANS FORCMU WALL REINF.R8SECTION34"=1'-0"CMU SHAFTWALL ATELEVATORW HOIST BM (SEE PLAN)2"LCHOISTWAYPOCKET HOIST BEAM IN WALL ANDPROVIDE 34"x6"x1'-0" BEARING PLATEw/ (2) -34"Øx6" LONG HEADED STUDSEMBEDDED INTO GROUTED CELLSCMU WALLBEYOND4 1/2" N.W. CONC.ON 3"x18 GA GALV.COMP. STL. DECKW.W.F.#4@16" O.C. DOWELS2'-6"2'-6"1-#5 CONTIN.FORM EDGE212"CONTIN.14"x4" WELD PLATE W/12"Øx6" LG. HEADED STUDANCHORS @ 24" O.C.Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NPQ141514151616OWNER / DEVELOPER:VALLEY COMMUNITY DEVELOPMENT CORPORATIONHOUSING CONSULTANT:MBL HOUSING & DEVELOPMENTLEGAL CONSULTANTFIERST, KANE & BLOOMBERGNEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MACMMJAY14038AS NOTED2017-10-24PERMIT SET 2017H:\2015\15282 Northampton Lumberyard Apartments\15282-S203.dwgSECTIONSS203 ADDENDUM #82017-06-011 TYPICAL STUD WALL HOLDOWNBETWEEN FLOORS(SEE PLANS FOR LOCATIONS)SEE SHEAR WALL SCHEDULEFOR HOLDOWNS BY SIMPSONOR EQUALHOLDOWN DETAILTYPICAL BOTTOM FLOOR STUD WALLANCHOR BOLT BY SIMPSON, WELDED TO W BEAMFLANGE OR ANCHOR TO CONC. FDN. WALL USINGHILTI HIT HY200 MAX INJECTION ADHESIVE SYSTEMSEE SHEAR WALL SCHEDULEFOR END POST & HOLDOWNS(TYP.)SHEAR WALL SCHEDULE NOTES:1.PROVIDE 2x BLOCKING AT ALL PANEL EDGES.2. REFER TO WOOD GENERAL NOTES ON S-001 FOR INFORMATION NOT CALLED OUT.3. APPLY PLYWOOD SHEATHING DIRECTLY TO WOOD FRAMING.4. TOP PLATE SPLICE SHALL BE SIMPSONS STRONG-TIE TYPE TPA39 WITH FULL 8dCOMMON NAILS.5.WHERE 2 OR 3 PLY END POSTS ARE USED, THE PANELS SHALL BE FASTENED TOEACH OUTER PLY WITH ONE LINE OF NAILS AT DOUBLE THE SPACING SHOWN IN THESHEAR WALL SCHEDULE.6.WHERE STRUCTURAL WALLS LAND ON CONCRETE SLABS (ON-GRADE OR AT PODIUMFRAMING) PROVIDE 38"Ø TITEN HD SCREW ANCHORS BY SIMPSONS @ 8" ON CENTERFOR SHEAR WALL AND @ 16" O.C. FOR EXTERIOR / CORRIDOR SILL PLATES.ANCHOR BOLTS TO THE CONCRETE FLOOR SLAB WITH 312" EMBEDMENT MINIMUM.THERE SHALL BE A MINIMUM OF 2 SILL PLATE ANCHOR BOLTS PER PIECE OF PLATE.7.THE MINIMUM HORIZONTAL OR VERTICAL DIMENSION OF ANY INDIVIDUALSHEATHING PANEL WITHIN A WALL SHALL NOT BE LESS THAN 2'-0" WITHOUTPERMISSION OF THE STRUCTURAL ENGINEER.8.REVIEW STRUCTURAL DETAILS FOR POSSIBLE ADDITIONAL NAILING REQUIREMENTS.9.WHERE INDICATED AS THUS ** ON THE PLANS, PROVIDE A HOLDOWN / TENSION TIEAT EACH END OF THE SHEAR WALL. TENSION TIES SHALL CONNECT END POSTSFROM WALL BELOW TO WALL ABOVE. END POSTS AND TENSION TIES SHALLCREATE A CONTINUOUS "CHAIN" UP THROUGH THE HEIGHT OF THE BUILDING.10.THE HOLDOWN ANCHOR BOLTS SHALL BE WELDED TO W BEAM, SEE PLAN FORLOCATIONS, OR EMBEDED INTO CONCRETE FOUNDATIONS.11. INDICATES SHEAR WALL ON PLAN, AND THOSE WALLS SHALL BE BUILT PERTHE REQUIRMENTS OF THE SHEAR WALL SCHEDULE AT THE TOP OF THIS DRAWINGAS PART OF THE LATERAL LOAD RESISTING SYSTEM OF THE BUILDING.SHEAR WALL SCHEDULE (LATERAL)STUDSEND POSTSSILL & TOP PLATELUMBER SIZE & SPACINGLUMBER GRADEAND SPECIESWOOD STRUCTURAL PANEL NAIL SIZES AND SPACINGSTO: INTERMEDIATESTUDSTO: TOP PLATE, BOTTOM PLATE, HORIZONTALBLOCKING, END POSTS AND STUDS @ PANELEDGESTOP PLATE SPLICEBOTTOM PLATETO TOP PLATEOF WALL BELOW(OR CONC. SLAB)END POSTPLY TO PLYOTHER NAIL SIZES & SPACINGMANF. AND MODELDETAIL TYPEHOLDOWN OR FLOOR TO FLOOR TENSION TIESLUMBER SIZE& NUMBER OFPLYSLUMBER SIZE& NUMBER OFPLYSFLOORBETWEEN END POSTS AT ADJACENT FLOORSWOOD STRUCTURAL PANELS10d COMMON @ 12"NOTE #42 ROWS OF16d @ 6"FLOOR TOFLOOR TENSIONTIE2-2x6 TOPFOURTH10d COMMON @ 6"1-2x6 SILL10d COMMON @ 12"NOTE #4FLOOR TOFLOOR TENSIONTIETHIRD10d COMMON @ 6"10d COMMON @ 12"NOTE #4NOTAPPLICABLEFLOOR TO FLOOR TENSIONTIE OR FLOOR TO STEELBEAM HOLD DOWN(WELDED TO STEEL BEAMDIRECTLY)2-2x6 TOPSECOND 514"x514" PSLPOST10d COMMON @ 4"1-2x6 SILL10d COMMON @ 12"NOTE #4NOTAPPLICABLE HOLD DOWNEMBEDDED INTOCONC. FDN.2-2x6 TOPFIRST10d COMMON @ 4"1-2x6 SILL +1-2x6 P.T. SILLSIMPSON HD19 EA. w/ 114"Ø CONC. ANCHOR(5) - 1"Ø POST ANCHORSCORRIDOR WALL SCHEDULE (GRAVITY AND LATERAL)STUDSEND POSTSSILL & TOP PLATELUMBER SIZE & SPACINGLUMBER GRADEAND SPECIESWOOD STRUCTURAL PANEL NAIL SIZES AND SPACINGSTO: INTERMEDIATESTUDSTO: TOP PLATE, BOTTOM PLATE, HORIZONTALBLOCKING, END POSTS AND STUDS @ PANELEDGESTOP PLATE SPLICEEND POSTPLY TO PLYOTHER NAIL SIZES & SPACINGMANF. AND MODELDETAIL TYPEHOLDOWN OR FLOOR TO FLOOR TENSION TIESLUMBER SIZE& NUMBER OFPLYSLUMBER SIZE& NUMBER OFPLYSFLOORBETWEEN END POSTS AT ADJACENT FLOORSWOOD STRUCTURAL PANELS10d COMMON @ 12"2 ROWS OF16d @ 6"FLOOR TOFLOOR TENSIONTIE2-2x6 TOP10d COMMON @ 6"1-2x6 SILLS-P-F #210d COMMON @ 12"2 ROWS OF16d @ 6"FLOOR TOFLOOR TENSIONTIE2-2x6 TOP10d COMMON @ 6"1-2x6 SILL10d COMMON @ 12"2-2x6 TOP10d COMMON @ 4"1-2x6 SILLDOUGLAS FIR #210d COMMON @ 12"2-2x6 TOP10d COMMON @ 4"1-2x6 SILL +1-2x6 P.T. SILL3-2x6S-P-F #21 LAYERS OF APA RATED PLYWOOD WALLSHEATHING (DIRECTLY APPLIED TO STUDS)1532" THICKNESS2 ROWS OF16d @ 6"2 ROWS OF16d @ 6"EXTERIOR WALL SCHEDULE (GRAVITY AND LATERAL)STUDSEND POSTSSILL & TOP PLATELUMBER SIZE & SPACINGLUMBER GRADEAND SPECIESWOOD STRUCTURAL PANEL NAIL SIZES AND SPACINGSTO: INTERMEDIATESTUDSTO: TOP PLATE, BOTTOM PLATE, HORIZONTALBLOCKING, END POSTS AND STUDS @ PANELEDGESTOP PLATE SPLICEEND POSTPLY TO PLYOTHER NAIL SIZES & SPACINGMANF. AND MODELDETAIL TYPEHOLDOWN OR FLOOR TO FLOOR TENSION TIESLUMBER SIZE& NUMBER OFPLYSLUMBER SIZE& NUMBER OFPLYSFLOORBETWEEN END POSTS AT ADJACENT FLOORSWOOD STRUCTURAL PANELSS-P-F #210d COMMON @ 6"2 ROWS OF16d @ 6"FLOOR TOFLOOR TENSIONTIE10d COMMON @ 3"10d COMMON @ 6"2 ROWS OF16d @ 6"FLOOR TOFLOOR TENSIONTIE10d COMMON @ 3"10d COMMON @ 6"2 ROWS OF16d @ 6"10d COMMON @ 3"DOUGLAS FIR No. 210d COMMON @ 6"2 ROWS OF16d @ 6"10d COMMON @ 3"DOUBLE 2x6 @ 16" O.C.S-P-F #2 514"x514" PSLPOST2-2x6 TOP1-2x6 SILL2x4 S-P-F #2 @ 8" O.C. STAGG.1 LAYER OF STRUCTURAL I APA RATEDPLYWOOD WALL SHEATHING15/32" THICKNESS SIMPSONSDS25600SCREWS@ 16" O.C. SIMPSONSDS25600SCREWS@ 16" O.C.SIMPSONSDS25600SCREWS@ 8" O.C.38"Ø TITEN HDSCREWANCHORS BYSIMPSONS @ 8"ON CENTERSIMPSON HD12 EA. w/ 118"Ø TIE ROD(4) - 1"Ø POST ANCHORSSIMPSON HD9B EA. w/ 78"Ø TIE ROD(3) - 78"Ø POST ANCHORSSIMPSON HD7B EA. w/ 78"Ø TIE ROD(3) - 34"Ø POST ANCHORSTHREADED RODTIE (TYP.)POST AND HOLDOWN(FOR LOCATIONSREFER TO THE PLANSAND SCHEDULES)DOUBLE 2x6 @ 16" O.C.S-P-F #22x6 @ 16" O.C.S-P-F #23-2x6 S-P-F #2ZIP R-SHEATHINGSIMPSON HTT4w/ 58"Ø TIE ROD(18) - 16d NAILSSIMPSON HTT4w/ 58"Ø TIE ROD(18) - 16d NAILSSIMPSON HTT5KTw/ BEARING PLATES58"Ø TIE ROD(26) - SD #10dx112 SCREWSSIMPSON HTT4w/ 58"Ø TIE ROD(18) - SD #10x112 SCREWSDOUBLE 2x6 @ 16" O.C.S-P-F #22x6 @ 16" O.C.S-P-F #2DOUBLE 2x6 @ 16" O.C.S-P-F #22x6 @ 16" O.C.S-P-F #23-2x6S-P-F #23-2x6S-P-F #23-2x6S-P-F #2DOUGLAS FIR #2S-P-F #21 LAYERS OF APA RATED PLYWOOD WALLSHEATHING (DIRECTLY APPLIED TO STUDS)1532" THICKNESS1 LAYERS OF APA RATED PLYWOOD WALLSHEATHING (DIRECTLY APPLIED TO STUDS)1532" THICKNESS1 LAYERS OF APA RATED PLYWOOD WALLSHEATHING (DIRECTLY APPLIED TO STUDS)1532" THICKNESS14"Ø WD. SCREWS@ 16"O.C.16d @ 6" O.C16d @ 4" O.C16d @ 6" O.CSIMPSON HTT4w/ 58"Ø TIE ROD(18) - 16d NAILSSIMPSON HTT4w/ 58"Ø TIE ROD(18) - 16d NAILSSIMPSON HTT4w/ 58"Ø TIE ROD(18) - 16d NAILSSIMPSON HTT4w/ 58"Ø TIE ROD(18) - 16d NAILSSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSTAGGERED48" MINIMUMSW1FOURTHTHIRDSECONDFIRSTFLOOR TO FLOOR TENSIONTIE OR FLOOR RO STEELBEAM HOLD DOWN(WELDED TO STEEL BEAMDIRECTLY)FLOOR TO FLOOR TENSIONTIE OR FLOOR RO STEELBEAM HOLD DOWN(WELDED TO STEEL BEAMDIRECTLY)2 ROWS OF16d @ 6"1 LAYER OF STRUCTURAL I APA RATEDPLYWOOD WALL SHEATHING15/32" THICKNESS1 LAYER OF STRUCTURAL I APA RATEDPLYWOOD WALL SHEATHING15/32" THICKNESS1 LAYER OF STRUCTURAL I APA RATEDPLYWOOD WALL SHEATHING15/32" THICKNESSS-P-F #2S-P-F #2S-P-F #2S-P-F #23-2x6S-P-F #24-2x6S-P-F #22x4 S-P-F #2 @ 8" O.C. STAGG.2x4 S-P-F #2 @ 8" O.C. STAGG.2x4 S-P-F #2 @ 8" O.C. STAGG.2x6 @ 16" O.C.S-P-F #23-2x6 S-P-F #23-2x6 S-P-F #23-2x6 S-P-F #2S-P-F #2S-P-F #22-2x6 TOP1-2x6 SILL2-2x6 TOP1-2x6 SILL2-2x6 TOP1-2x6 SILL2-2x6 TOP1-2x6 SILL +1-2x6 P.T. SILL14"Ø WD. SCREWS@ 16"O.C.14"Ø WD. SCREWS@ 8"O.C.ZIP R-SHEATHINGZIP R-SHEATHINGZIP R-SHEATHINGFOURTHTHIRDSECONDFIRSTBOTTOM PLATETO TOP PLATEOF WALL BELOW(OR CONC. SLAB)38"Ø TITEN HDSCREWANCHORS BYSIMPSONS @ 16"ON CENTERBOTTOM PLATETO TOP PLATEOF WALL BELOW(OR CONC. SLAB)38"Ø TITEN HDSCREWANCHORS BYSIMPSONS @ 16"ON CENTER HOLD DOWNEMBEDDED INTOCONC. FDN. HOLD DOWNEMBEDDED INTOCONC. 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Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017P003PLUMBING DETAILS DWABCREF.DWW D REF.REF. 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DW WDREF.DWDWREF.DWDWREF.DW DWDWREF.REF.REF.REF.DW REF.REF.REF.REF.REF.REF.DWREF.STAIR 1STAIR 2STAIR 32 BEDUNIT 3012 BEDUNIT 3021-BEDUNIT 3041-BEDUNIT 3032-BEDUNIT 3061-BEDUNIT 3053-BEDUNIT 307STORAGERM 321JAN.RM 322ELEC.RM 320LIVING /DININGBED 1BED 2LIVING /DININGK-T6K-T5BED 2BED 1B-T1HALLLIVING /DININGHALLB-T1K-T6LIVING /DININGBED 1B-T1B-T1HALLHALLBED 1LIVING /DININGK-T1BED 1HALLB-T1BED 2HALLLIVING /DININGBED 1LIVING /DININGB-T1K-T6K-T4BED 1BED 3BED 2HALLB-T4B-T1K-10LIVING /DININGBED 2B-T7BED 1HALLLIVING /DININGCOMMONCORRIDORBED 1BED 3BED 2LIVING /DININGHALLB-T1B-T3K-T8B-T1HALLK-T1LIVING /DININGBED 1BED 2LIVING /DININGBED 1BED 2LIVING /DININGBED 1BED 2BED 2BED 1LIVING /DININGK-T2HALLBED 1K-T3LIVING /DININGBED 2HALLB-T1LIVING /DININGBED 1BED 2K-T1BED 1B-T2HALLK-T7K-T1HALLB-T1K-T1HALLB-T1B-T13-BEDUNIT 3082-BEDUNIT 3102-BED (CBH)UNIT 3091-BEDUNIT 3112-BEDUNIT 3132-BEDUNIT 3152-BEDUNIT 3162-BEDUNIT 3142-BEDUNIT 312NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017P104PLUMBING THIRDFLOOR PLANSCALE:1/8"= 1'-0"Plumbing - Thrid Floor Plan1 ABCREF.DW REF.DWREF.DW REF.DWDWREF.DW DW DWDNDNDNREF.DWDW REF.DWREF.REF.REF.REF.REF.REF.REF.REF.DWREF.2-BEDUNIT 4012-BEDUNIT 4021-BEDUNIT 4041-BEDUNIT 4031-BEDUNIT 4052-BEDUNIT 4063-BEDUNIT 407K-T5LIVING /DININGK-T1BED 1HALLBED 2B-T1LIVING /DININGBED 1LIVING /DININGK-T6HALLBED 1B-T1B-T1HALLLIVING /DININGBED 1K-T1HALLB-T1BED 2B-T1HALLBED 1LIVING /DININGK-T6BED 2BED 1B-T1LIVING /DININGHALLSTAIR 1STAIR 2STAIR 3ELEC.STORAGEJAN.3-BEDUNIT 4082-BEDUNIT 4102-BEDUNIT 4122-BEDUNIT 409BED 2K-T8B-T1HALLK-T4BED 1BED 3LIVING /DININGLIVING /DININGHALLK-T7BED 1B-T2BED 2BED 1LIVING /DININGK-T1HALLB-T1BED 2LIVING /DININGK-T3HALLB-T1BED 1K-T2LIVING /DININGBED 1BED 2HALLB-T1BED 2BED 1LIVING /DININGK-T1HALLB-T1BED 2HALLK-T1LIVING /DININGBED 1LIVING /DININGBED 1BED 2K-T1HALLB-T11-BEDUNIT 4112 BEDUNIT 4132 BEDUNIT 4152 BEDUNIT 4162-BEDUNIT 414K-T9LIVING /DININGBED 2BED 1B-T2HALLK-T6NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017P105PLUMBING FOURTHFLOOR PLANSCALE:1/8"= 1'-0"Plumbing - Fourth Floor Plan1 NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017P106PLUMBING ROOF PLANSCALE:1/8"= 1'-0"Plumbing - Roof Plan1 REF.1-BEDUNIT 404LIVING /DININGBED 1B-T1HALLK-T6REF.LIVING /DININGHALLK-T7BED 1B-T21-BEDUNIT 411REF.DW 2-BEDUNIT 401K-T5BED 2BED 1B-T1LIVING /DININGHALLSTAIR 1REF.DW REF.2-BEDUNIT 402LIVING /DININGK-T1BED 1HALLBED 2B-T1K-T6ACREF.DWJAN.2-BEDUNIT 409K-T9LIVING /DININGBED 2BED 1B-T2HALLREF.DWBED 2LIVING /DININGK-T3HALLB-T1BED 12 BEDUNIT 415NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017SCALE:1/4"= 1'-0"Plumbing - One Bed Unit Plan1SCALE:1/4"= 1'-0"Plumbing - One Bed Tpe B Unit Plan2SCALE:1/4"= 1'-0"Plumbing - Two Bed Type A Unit Plan3SCALE:1/4"= 1'-0"Plumbing - Two Bed Type B Unit Plan4SCALE:1/4"= 1'-0"Plumbing - Two Bed Type C Unit Plan5SCALE:1/4"= 1'-0"Plumbing - Two Bed Type D Unit Plan6P107PLUMBING UNIT PLAN DWREF.3-BEDUNIT 408K-T8ACDW WDREF.JAN.RM 322K-10LIVING /DININGBED 2B-T7BED 1HALLCORRIDOR2-BED (CBH)UNIT 309NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017SCALE:1/4"= 1'-0"Plumbing - Three Bed Unit Plan1P108PLUMBING UNIT PLANSCALE:1/4"= 1'-0"Plumbing - Two Bed ADA Unit Plan2 NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017NTSF001FIRE PROTECTIONNOTES & DETAILS NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017NTSF002FIRE PROTECTIONDETAILS DWABCREF.DWW D REF.REF. REF.UPDNDNREF.UPREF.DWDWREF.DWD DNUPWW/DW/DW/DW/DW/DDNREF.REF.DN2-BED (HC)UNIT 104COMMERCIALFIRE PROTECTIONELEC. 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DW WDREF.DWDWREF.DWDWREF.DW DWDWREF.REF.REF.REF.DW REF.REF.REF.REF.REF.REF.DWREF.STAIR 1STAIR 2STAIR 32 BEDUNIT 3012 BEDUNIT 3021-BEDUNIT 3041-BEDUNIT 3032-BEDUNIT 3061-BEDUNIT 3053-BEDUNIT 307STORAGERM 321JAN.RM 322ELEC.RM 320LIVING /DININGBED 1BED 2LIVING /DININGK-T6K-T5BED 2BED 1B-T1HALLLIVING /DININGHALLB-T1K-T6LIVING /DININGBED 1B-T1B-T1HALLHALLBED 1LIVING /DININGK-T1BED 1HALLB-T1BED 2HALLLIVING /DININGBED 1LIVING /DININGB-T1K-T6K-T4BED 1BED 3BED 2HALLB-T4B-T1K-10LIVING /DININGBED 2B-T7BED 1HALLLIVING /DININGCOMMONCORRIDORBED 1BED 3BED 2LIVING /DININGHALLB-T1B-T3K-T8B-T1HALLK-T1LIVING /DININGBED 1BED 2LIVING /DININGBED 1BED 2LIVING /DININGBED 1BED 2BED 2BED 1LIVING /DININGK-T2HALLBED 1K-T3LIVING /DININGBED 2HALLB-T1LIVING /DININGBED 1BED 2K-T1BED 1B-T2HALLK-T7K-T1HALLB-T1K-T1HALLB-T1B-T13-BEDUNIT 3082-BEDUNIT 3102-BED (CBH)UNIT 3091-BEDUNIT 3112-BEDUNIT 3132-BEDUNIT 3152-BEDUNIT 3162-BEDUNIT 3142-BEDUNIT 312NUMBERNAMESCALENPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESDO NOT SCALE DRAWINGS.NEW CONSTRUCTIONNORTHAMPTON LUMBER YARD256 PLEASANT STREET, NORTHAMPTON MA14038AS NOTED20162017-12-08311 Great Road, Post Office Box 1551www.blwengineers.comT: 978.486.4301 F: 978.428.0067Littleton, Massachusetts 01460BLW Engineers, Inc.HVAC * ELECTRICAL * PLUMBING * FIRE PROTECTIONREVISIONS #112/08/2017F103FIRE PROTECTIONTHIRD FLOOR PLANSCALE:1/8"= 1'-0"Fire Protection - 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