Permit Set StampedLOCATION MAP07/06/2020PERMIT SETNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MADSA PROJECT NO.17031.01NEW CONSTRUCTIONDRAWING LISTS004 ISOMETRIC VIEWSS101 LEVEL 1 / FOUNDATION PLANS102 LEVEL 2 FRAMING PLANS103 LEVEL 3 FRAMING PLANS104 LOW ROOF FRAMING PLANS105 ROOF FRAMING PLANS201 WOOD STUD WALL SCHEDULES AND DETAILSS301 SECTIONSS302 SECTIONSS303 SECTIONSS304 SECTIONSS305 SECTIONSM001 MECHANICAL NOTES AND LEGENDSM002 MECHANICAL SCHEDULESM003 MECHANICAL SCHEDULESM102 FIRST FLOOR MECHANICAL PLANM103 SECOND FLOOR MECHANICAL PLANM104 THIRD FLOOR MECHANICAL PLANM105 ATTIC MECHANICAL PLANM106 ROOF MECHANICAL PLANM107 FIRST FLOOR MECHANICAL PIPIING PLANM108 SECOND FLOOR MECHANICAL PIPING PLANM109 THIRD FLOOR MECHANICAL PIPING PLANM110 ATTIC MECHANICAL PIPING PLANM201 TYPICAL UNIT MECHANICAL PLANSM202 TYPICAL UNIT MECHANICAL PLANSM203 TYPICAL UNIT MECHANICAL PLANSM204 TYPICAL UNIT MECHANICAL PLANSM300 MECHANICAL DETAILSM301 MECHANICAL DETAILSM302 MECHANICAL VRF PIPING DIAGRAMSM303 MECHANICAL VRF PIPING DIAGRAMSP001 NOTE, SCHEDULES, LEGEND - PLUMBINGP002 DETAILS - PLUMBINGP101 UNDERGROUND PLAN - PLUMBINGP102 FIRST FLOOR PLAN - PLUMBINGP103 SECOND FLOOR PLAN - PLUMBINGP104 THIRD FLOOR PLAN - PLUMBINGP105 ATTIC PLAN - PLUMBINGP201 TYPICAL 1ST & 2ND FLOOR UNIT PLANS - PLUMBINGP202 TYPICAL 1ST & 2ND FLOOR UNIT PLANS - PLUMBINGP203 TYPICAL 3RD FLOOR UNIT PLANS - PLUMBINGP204 TYPICAL 3RD FLOOR UNIT PLANS - PLUMBINGFP100 FIRE PROTECTION SCHEDULES, NOTES AND LEGENDSFP101 FIRST FLOOR FIRE PROTECTION PLANFP102 SECOND FLOOR FIRE PROTECTION PLANFP103 THIRD FLOOR FIRE PROTECTION PLANFP104 ROOF FIRE PROTECTION PLANE001 NOTES, SCHEDULES, LEGEND - ELECTRICALE002 SITE PLAN - ELECTRICAL & DETAILSE101 FIRST FLOOR PLAN - LIGHTINGE102 FIRST FLOOR PLAN - POWERE103 SECOND FLOOR PLAN - LIGHTINGE104 SECOND FLOOR PLAN - POWERE105 THIRD FLOOR PLAN - LIGHTINGE106 THIRD FLOOR PLAN - POWERE107 ROOF PLAN - ELECTIRCALE201 TYPICAL 1ST & 2ND FLOOR UNIT PLANS - ELECTRICALE202 TYPICAL 1ST & 2ND FLOOR UNIT PLANS - ELECTRICALE203 TYPICAL 3RD FLOOR UNIT PLANS - ELECTRICALE204 TYPICAL 3RD FLOOR UNIT PLANS - ELECTRICALE301 SCHEMATICS & SCHEDULES - ELECTRICALE302 DETAILS & SCHEMATICS - ELECTRICALE303 DETAILS AND SCHEMATICS - ELECTRICALFA101 SCHEDULES, DETAILS & SCHEMATICS - FIRE ALARMFA102 FIRST FLOOR PLAN - FIRE ALARMFA103 SECOND FLOOR PLAN - FIRE ALARMFA104 THIRD FLOOR PLAN - FIRE ALARMFA105 ROOF PLAN - FIRE ALARMDRAWING LISTG001 COVERES-1 EASEMENT PLANL.1 EXISTING CONDITIONS OVERALLL.2 EXISTING CONDITIONSL.3 SITE PLANL.4 GRADING & UTILITY PLANL.5 PLANTING PLANL.6 SITE DETAILSL.7 SITE DETAILSL.8 SITE DETAILSL.9 SITE DETAILSL.10 PLAYGROUND DETAILSA001 GENERAL NOTES AND MOUNTING HEIGHTSA002 DOOR SCHEDULEA003 FINISH AND WINDOW SCHEDULE, WINDOW AND DOOR ELEVATIONSA004 WALL TYPES & FLOOR / CEILING TYPESA005 COMPARTMENTALIZATION DETAILSA011 GROSS AREA PLANSA012 RENTABLE AREA PLANSA101 LEVEL 1 PLANA102 LEVEL 2 PLANA103 LEVEL 3 PLANA104 ATTIC LEVEL PLANA105 ROOF LEVELA110 UNIT PLANSA111 UNIT PLANSA112 UNIT PLANSA201 EXTERIOR ELEVATIONSA202 EXTERIOR ELEVATIONSA301 STAIR PLANS & SECTIONSA302 STAIR PLANS & SECTIONSA303 STAIR DETAILSA310 ELEVATOR PLANS, SECTIONS, AND DETAILSA401 LEVEL 1 RCPA402 LEVEL 2 RCPA403 LEVEL 3 RCPA501 BUILDING SECTIONSA502 BUILDING SECTIONSA503 BUILDING SECTIONSA504 BUILDING SECTIONSA505 BUILDING SECTIONSA506 BUILDING SECTIONSA510 BUILDING DETAILSA511 BUILDING DETAILSA512 BUILDING DETAILSA513 ROOF DETAILSA514 ROOF DETAILSA515 ROOF DETAILSA520 PLAN DETAILSA550 WINDOW DETAILSA560 INTERIOR DETAILSA561 NTERIOR DETAILSA601 KITCHEN PLANS & ELEVATIONSA602 KITCHEN PLANS & ELEVATIONSA603 KITCHEN PLANS AND ELEVATIONSA604 KITCHEN PLANS & ELEVATIONSA605 KITCHEN PLANS AND ELEVATIONSA610 BATHROOM PLANS & ELEVATIONSA611 BATHROOM PLANS & ELEVATIONSA620 INTERIOR PLANS AND ELEVATIONSS001 GENERAL NOTESS002 TYPICAL DETAILSS003 TYPICAL DETAILSAREA SCHEDULE (GROSS)LEVEL 1 18,978 SFLEVEL 2 18,930 SFLEVEL 3 17,630 SFArea 5,785 SFGrand total 61,323 SFAREA SCHEDULE (RENTABLE)Number Type Level Area Beds Baths CommentsLEVEL 1UNIT 101 2-BED LEVEL 1 979 SF 2 1UNIT 102 2-BED CBH LEVEL 1 1,024 SF 2 1 MAAB GROUP 2 & CBHUNIT 103 1-BED CBH LEVEL 1 718 SF 1 1 MAAB GROUP 2 & CBHUNIT 104 1-BED LEVEL 1 606 SF 1 1UNIT 105 1-BED LEVEL 1 606 SF 1 1UNIT 106 2-BED LEVEL 1 845 SF 2 1UNIT 107 1-BED LEVEL 1 606 SF 1 1UNIT 108 2-BED LEVEL 1 887 SF 2 1UNIT 109 2-BED LEVEL 1 845 SF 2 1UNIT 110 2-BED LEVEL 1 845 SF 2 1UNIT 111 2-BED LEVEL 1 845 SF 2 1UNIT 112 2-BED LEVEL 1 845 SF 2 1UNIT 113 2-BED LEVEL 1 845 SF 2 1UNIT 114 1-BED LEVEL 1 606 SF 1 1UNIT 115 1-BED LEVEL 1 606 SF 1 1UNIT 116 3-BED LEVEL 1 1,184 SF 3 212,893 SF 27 17LEVEL 2UNIT 201 3-BED LEVEL 2 1,095 SF 3 2UNIT 202 2-BED LEVEL 2 944 SF 2 1UNIT 203 1-BED LEVEL 2 606 SF 1 1UNIT 204 1-BED LEVEL 2 606 SF 1 1UNIT 205 1-BED LEVEL 2 606 SF 1 1UNIT 206 2-BED LEVEL 2 845 SF 2 1UNIT 207 2-BED LEVEL 2 845 SF 2 1UNIT 208 2-BED LEVEL 2 912 SF 2 1UNIT 209 1-BED LEVEL 2 611 SF 1 1UNIT 210 2-BED LEVEL 2 887 SF 2 1UNIT 211 2-BED LEVEL 2 845 SF 2 1UNIT 212 2-BED LEVEL 2 845 SF 2 1UNIT 213 2-BED LEVEL 2 845 SF 2 1UNIT 214 2-BED LEVEL 2 845 SF 2 1UNIT 215 2-BED LEVEL 2 845 SF 2 1UNIT 216 1-BED LEVEL 2 606 SF 1 1UNIT 217 1-BED LEVEL 2 606 SF 1 1UNIT 218 3-BED LEVEL 2 1,184 SF 3 214,579 SF 32 20LEVEL 3UNIT 301 2-BED LEVEL 3 965 SF 2 1UNIT 302 2-BED LEVEL 3 915 SF 2 1UNIT 303 STUDIO LEVEL 3 540 SF 1 1UNIT 304 STUDIO LEVEL 3 540 SF 1 1UNIT 305 STUDIO LEVEL 3 540 SF 1 1UNIT 306 1-BED LEVEL 3 775 SF 1 1UNIT 307 1-BED CBH LEVEL 3 786 SF 1 1 MAAB GROUP 2 & CBHUNIT 308 STUDIO LEVEL 3 540 SF 1 1UNIT 309 1-BED LEVEL 3 760 SF 1 1UNIT 310 2-BED LEVEL 3 845 SF 2 1UNIT 311 1-BED CBH LEVEL 3 788 SF 1 1 MAAB GROUP 2 & CBHUNIT 312 1-BED LEVEL 3 775 SF 1 1UNIT 313 STUDIO LEVEL 3 515 SF 1 1UNIT 314 STUDIO LEVEL 3 521 SF 1 1UNIT 315 1-BED LEVEL 3 768 SF 1 1UNIT 316 1-BED LEVEL 3 768 SF 1 1UNIT 317 STUDIO LEVEL 3 540 SF 1 1UNIT 318 STUDIO LEVEL 3 540 SF 1 1UNIT 319 3-BED LEVEL 3 1,162 SF 3 213,585 SF 24 20Grand total: 53 41,058 SF 83 57OWNER / CLIENT:THE COMMUNITY BUILDERS, INC.185 DARTMOUTH STREET, BOSTON, MA 02116617.695.9595 (T)ARCHITECT:DAVIS SQUARE ARCHITECTS240A ELM STREET, SOMERVILLE, MA 02144617.628.5700 (T) 617.628.1717 (F)CIVIL ENGINEER & LANSCAPE ARCHITECT:THE BERKSHIRE DESIGN GROUP, INC.4 ALLEN PLACE, NORTHAMPTON, MA 01060413.582.7000 (T) 413.582.7005 (F)STRUCTURAL ENGINEER:SOUZA, TRUE AND PARTNERS INC.265 WINTER STREET, 3RD FLOOR, WALTHAM, MA 02451617.926.6100 (T)MEP ENGINEER:BUILDING ENGINEERING RESOURCES, INC.66 MAIN STREET, N. EASTON, MA 02356508.230.0260 (T) 508.230.0265 (F)PASSIVE HOUSE CONSULTANT:STEVEN WINTERS ASSOCIATES, INC.307 SEVENTH AVENUE, SUITE 1701, NEW YORK, NEW YORK212.564.5800 (T) 212.741.8673 (F)
20'Easement Area E27
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GGGGGGGGGGGGEGGGWVWVWVTECTECTECGGGGGSTORMWATERDRAINAGE EASEMENTAREA U-2RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingPlanEasementVillage HillCOHOUSINGNorthampton, MADETENTION BASIN 2DRAINAGE MAINTENANCEACCESS EASEMENT AREA U-1(20' WIDE)STORMWATER DRAINAGEEASEMENT U-2 (20' WIDE)SEE INSETUTILITYEASEMENTSTORMWATER DRAINAGEEASEMENT AREA U-1(20' WIDE)COHOUSING PROPERTY LINEDRAINAGE MAINTENANCE ACCESSEASEMENT AREA U-211/07/18PORTION OF LOT 13-AREMAINDER12/18/18Lot 'A'Lot 'B'12/20/1812/21/18STAGING AREA FOR TREECHIPPING & UTILITIESUTILITY &ACCESSEASEMENTINSETScale 1"=50'12/28/18DETENTION BASIN 401/04/19
ADJUSTABLE FROMCOUNTERTOPLAVATORYTOPFUTURE30"KNEESPACEFUTURE30"KNEESPACEFUTURE30"KNEESPACE72''36''MIN.CORNERFROM INT.1'-6"DOOR LEVERPROVIDE ALL THREE SIDESREINFORCEMENTMIN.MIN.CORNERFROM INT.24''24''FROM INT.CORNER(FIXED)WALL CABINETADJUST. SHELVINGCOUNTERCONTROLS& DOOR LOCKDOOR VIEWERSCLOSET ROD/SHELVING24''CORNERFROM INT.MIN.AT SHOWERFLOOROVENTOPCOOKSINKREINFORCEMENT -ALL THREE SIDES6-1/2''MAX.18'' MIN. TO CORNERELECTRIC OUTLETELECTRIC OUTLET15'' - 46''1'-6''24''TOILET PAPERDISPENSER2'-6''TUB GRAB BAR REINFORCEMENT32''GRAB BAR6''MIN.CORNER60''42'' - 54''TO INSIDESHELF -PROVIDEBLOCKINGRELOCATABLE FROMWALL OVEN4'-6''CONTROLS36'' - 42''36'' - 54''ELECTRIC PANEL48'' MAX.WALL PHONE36'' - 48''HEAT / AIR36'' - 48''LIGHT SWITCHCLEAR29''34''SINK AND MIRROR60''48''TOWEL BAR48'' MAX.SOAP DISH42'' - 72''CONTROLS46''INTERCOMROBEHOOKCONTROLS6''MIN.6''MIN.4'-0"48'' MIN.6"38''-48''6''48'' MIN.SHOWER GRAB BARTOILET1'-6"15" MININT.CORNER9"8"1'-7"6"2'-10"2'-5"2'-10"2'-5"9"8"1'-7"6"1'-7" MINGROUP 1 ACCESSIBLE MOUNTING HEIGHTS AT KTCHENGROUP 1 ACCESSIBLE MOUNTING HEIGHTS AT UNITGROUP 1 ACCESSIBLE MOUNTING HEIGHTS AT BATHROOMGroup1-mh.dwg-- ALL PLUMBING,CONDUIT ANDPERMANENTOBSTRUCTIONS TO BEINSTALLED WITHINSHADED SECTIONSSHOWN.KITCHEN KNEESPACEBATHROOM KNEESPACEGENERAL KNEESPACECOUNTERTOPLAVATORYTOP30" WIDEKNEESPACEBREADBOARD30" WIDEKNEESPACESEATSEAT30" WIDEKNEESPACERANGE HOOD/DISPOSERCONTROLSMIN.CORNERFROM INT.1'-6"DOOR LEVERSHOWER HEADMIN.MIN.CORNERFROM INT.24''24''FROM INT.CORNERBOTTOM SHELF(FIXED)WALL CABINETADJUST. SHELVINGCOUNTERCONTROLS& DOOR LOCKDOOR VIEWERS24''CORNERFROM INT.MIN.AT TUBTOPCOOKSINKCONTROLSSHOWER HEADGRAB BAR17''-19''AT TANKAT TUBMEDICINE CABINETAT SHOWERFLOOROVEN72''36''6-1/2''MAX.18'' MIN. TO CORNER34''ELECTRIC OUTLETELECTRIC OUTLET44'' MAX.1'-6''36''HAND HELD27''CLR.60''29'' CLR.48'' TO INSIDEWALL OVEN4'-6'' MAXCONTROLS36'' - 42''36'' - 54''ELECTRIC PANEL48'' MAX.WALL PHONE36'' - 48''HEAT / AIR36'' - 48''LIGHT SWITCH48''48''TOWEL BARCL 48'' MAX.SOAP42'' - 72''ADJUSTABLE FROMCLOSET ROD/SHELVINGCONTROLSFREEZER FLOOR3'-8''46''INTERCOMROBEHOOK42''16''-18''TUB HT.2'-4"EQ. EQ.38''-48''HAND HELDDISHEQ.EQ.42''24''TOILET PAPERDISPENSER33''-36''SIDE36''12'' MAX. TOCORNER6'' TOCORNER33'' - 36''OR 3'' ABOVETANKTOILET GRAB BAR40'' MAX. TOINSIDE SURF.72'' MIN.SINK AND MIRROR/34''GRAB BARS21''36''40''4'-0"4'-0"36''GRAB BAR9"8"1'-7"6"2'-10"2'-5"2'-10"2'-5"9"8"1'-7"6"18"2'-6''INSTALL AT 54" MAX15'' MIN. TOCORNER1'-10" MINEQ.EQ.17''-19"40" 36"BLOCKING TO 60"BLOCKING TO 60"Group 2B-mh-06.dwgGROUP 2B ACCESSIBLE MOUNTING HEIGHTS AT KTCHENGROUP 2B ACCESSIBLE MOUNTING HEIGHTS AT UNITGROUP 2B ACCESSIBLE MOUNTING HEIGHTS AT BATHROOM-- ALL PLUMBING,SUPPORTS &OBSTRUCTIONS TO BEINSTALLED WITHINSHADED SECTIONSSHOWN.-- INSULATE ALL PIPES,DRAINS & ROUGH, SHARPOR HOT SURFACESKITCHEN KNEESPACEBATHROOM KNEESPACEGENERAL KNEESPACE&ANDANGLEC CHANNEL@ATCCENTERLINEODIAMETERPERPENDICULAR# POUND / NUMBER(E) EXISTINGABV ABOVEA.F.F. ABV FINISH FLOORADD ADDENDUMADJ ADJACENTAGG AGGREGATEA/C AIR CONDITIONINGALT ALTERNATEALUM ALUMINUMANCH ANCHORANOD ANODIZEDAPX APPROXIMATEARCH ARCHITECT (URAL)A.D. AREA DRAINASB ASBESTOSAUTO AUTOMATICAVG AVERAGEA.T. ALUMINUM THRESHOLDBC BITUMINOUS CONCRETEBSMT BASEMENTBRG BEARINGBM BEAMBEL BELOWBET BETWEENBIT BITUMINOUSBLK BLOCKBLKG BLOCKINGBD BOARDBOT BOTTOMBKT BRACKETBRK BRICKBLDG BUILDINGB.U.R. BUILT UP ROOFCLKG CAULKINGCAB CABINETCPT CARPETC.I. CAST IRONC.B. CATCH BASINCLG CEILINGCEM CEMENTC.T. CERAMIC TILEC.O. CLEAN OUTCLR CLEARCLOCLOSETCOLCOLUMNCOMPCOMPRESSCONCCONCRETEC.M.U.CONC MASONRY UNITCONSTCONSTRUCTIONCONTCONTINUOUSCONTRCONTRACTORC.J.CONTROL JOINTC.G.CORNER GUARDCORRCORRIDORCSCOUNTER SINKCRSCOURSEDEPTDEPARTMENTDETDETAILDIAGDIAGONALDIAMDIAMETERDIMDIMENSIONDIVDIVISIONDRDOORDBLDOUBLEDSDOWNSPOUTDNDOWNDWGDRAWINGD.F.DRINKING FOUNTAINEAEACHEEASTELECELECTRICELELEVATIONELEVELEVATORENCENCLOSUREEQEQUALEQPEQUIPMENTEXHEXHAUSTEXSTEXISTINGEXPEXPANSIONE.J.EXPANSION JOINTEXPEXPOSEDEXTEXTERIORFABFABRICATEDF.O.C.FACE OF CONCF.O.F.FACE OF FINISHF.O.M.FACE OF MASONRYF.O.S.FACE OF STUD STRUCTUREFJPFINGER-JOINTED PINEFINFINISHF.F.FINISH FLOORF.A.FIRE ALARMFCFIRECODEF.E.FIRE EXTINGUISHERF.H.C.FIRE HOSE CABINETFPRFFIREPROOFF.R.FIRE RATINGFIXTFIXTUREFLASHFLASHINGFLEXFLEXIBLEFLFLOORF.D.FLOOR DRAINFLUORFLUORESCENTFTFOOTFTGFOOTINGFNDFOUNDATIONF.S.FULL SIZEFURRFURRINGGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTGLGLASSGBGRAB BARGRGRADEGYPGYPSUMGWBGYPSUM WALL BOARDHDWEHARDWAREHDWDHARDWOODHTHEIGHTHPTHIGH POINTHCHOLLOW COREHMHOLLOW METALHORIZHORIZONTALHBHOSE BIBHWHHOT WATER HEATERHRHOURININCHINCLINCLUDEIDINSIDE DIAMETERINSINSULATEINTINTERIORINTMINTERMEDIATEINVINVERTIPSIRON PIPE SIZEJANJANITORJTJOINTJJOISTKITKITCHENKOKNOCK OUTLABLABORATORYLAMLAMINATELAVLAVATORYLBPOUNDLTLIGHTLSLIGHT SWITCHLWTLIGHTWEIGHTLTLLINTELLVRLOUVERLPTLOW POINTMACHMACHINEMHMANHOLEMFRMANUFACTURERMASMASONRYMTLMATERIALMAXMAXIMUMMECHMECHANICALMETMETALMNMINIMUMMISCMISCELLANEOUSMRMOISTURE RESISTANTMLDGMOULDINGM.T.MARBLE THRESHOLDNOMNOMINALNCNONCORROSIVENANOT APPLICABLENICNOT IN CONTRACTNTSNOT TO SCALENONUMBERO.C.ON CENTEROFFOFFICEOPNGOPENINGOPPOPPOSITEOPHOPPOSITE HANDOZOUNCEO.D.OUTSIDE DIAMETEROAOVERALLOHOVERHEADPNTPAINTPRPAIRPNLPANELPTNPARTITIONPVMTPAVEMENTPLASPLASTERP.LAMPLASTIC LAMINATEPLPLATEPWDPLYWOODPROPPROPOSEDQTYQUANTITYQ.T.QUARRY TILERADRADIUSREFREFERENCERFLREFLECTREQ’DREQUIREDR.B.RESILIANT BASERARETURN AIRRRISERRDROOF DRAINRMROOMROROUGH OPENINGSCHSCHEDULESNTSEALANTSHTSHEETSMSHEET METALSIMSIMILARSPECSPECIFICATIONSQSQUARESSTSTAINLESS STEELSTSTAIRSTDSTANDARDSTLSTEELSTOSTORAGESTRSTRUCTURALSUSPSUSPENDEDTELTELEPHONETEMPTEMPORARYTCTERRA COTTATZTERRAZZOTHKTHICKT>ONGUE & GROOVET.O.TOP OFTCTOP OF CONCRETETFTOP OF FOOTINGTSTOP OF SLABTSTOP OF STEELTYPTYPICALU.N.O.UNLESS OTHERWISE NOTEDVERTVERTICALVESTVESTIBULEVINVINYLVWCVINYL WALL COVERW.C.WATER CLOSETWPWATERPROOFWTWEIGHTWFWIRE FABRICWWIDTH. WELDED. WESTWINWINDOWW.M.WIRE MESHWOWITHOUTWDWOODW.I.WROUGHT IRON*INSTALL VIDEO INTERCOM AT 60" A.F.F., PROVIDE MATERIAL FOR FUTURE RELOCATION TO 42" A.F.F. DOOR TAGROOM NAMEFINISH SETPARTITION TYPEFLOOR NAMEFLOOR ELEVATIONSPOT ELEVATIONBATT INSULATIONDETAIL REFERENCEPROPERTY LINECENTER/COLUMN LINEWRB/VAPOR RETARDER/HIDDEN EDGESECTION MARKERDETAIL REFERENCEINTERIOR ELEVATIONSEXTERIOR ELEVATIONSREVISION BUBBLE AND TAGCOLUMN GRID TAGWINDOW TAGSEALANT AND BACKER RODCONCRETEBRICKSTEELALUMINUMGLASS(ELEVATION)WOOD BLOCKING, CONTINUOUS, U.N.O.CONCRETE MASONRYUNITGYPSUM / PLASTEREARTHWOOD / PVCSTONESHIM / NON-CONTINUOUS BLOCKING.SPRAY FOAM INSULATIONGRAVEL / CRUSHED STONERIGID INSULATIONPLYWOODPLASTICCARPETCELLULOSE INSULATIONGRASSOR1ABEDROOMF11FIRST FLOOR109.38'99.25'01A-1A201A-1A201A-1A201A-1A201A-1A201A600ABCD21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A001GENERAL NOTES AND MOUNTINGHEIGHTSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNOT TO SCALEF-1GROUP 1 MOUNTING HEIGHTS, TYPICAL UNITSNOT TO SCALEA-1GROUP 2 MOUNTING HEIGHTS, ACC. UNITS & COMMON AREASNOT TO SCALEG-8ABBREVIATIONSNOT TO SCALEL-1SYMBOLSNo. REVISIONS/SUBMISSIONS Date
GENERAL NOTES• FLOOR OR WALL STOPS AT ALL DOORS WITHOUT CLOSURES.• METAL KICK PLATES AT BOTH SIDES AT ALL ACCESSIBLE UNITS.• SINGLE DOOR VIEWER AT ALL UNIT ENTRIES.• DOUBLE VIEWER AT ALL ACCESSIBLE UNITS.21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"BWCB07/06/2020A002DOOR SCHEDULENORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONDOOR SCHEDULEMARK NAMEELEVATIONDIMENSIONSFIRERATINGDOOR FRAMEHardware CommentsWIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH215 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD215A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD215B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD215C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD215D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD215E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD215F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD215G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD216 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD216A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD216B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD216C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD216D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD216E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD217 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD217A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD217B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD217C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD217D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD217E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD218 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD218A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD218B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD218C UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD218D UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD218E UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD218F UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD218G UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD218H UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD218J UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD218K UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD218L UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD218M UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD301 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD301A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD301C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD301D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD301E UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD301F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD301G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD302 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD302A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD302B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD302C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD302D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD302E UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD302F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD302G UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD303 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD303A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD303B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD303C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD304 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD304A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD304B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD304C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD305 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD305A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD305B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD305C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD306 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD306A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD306B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD306C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD306D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD306E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD306F UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD307 UNIT ENTRY CBH U4 36" 80" 1 3/4" 45 HM PTD KDHM PTD POWER OPERATED DOOR -KEY FOB307A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD307B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD307C UINIT BATHROOM ADA U3 36" 80" 1 3/8" SCWD PTD WD PTD307D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD307E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD307F UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD308 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD308A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD308B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD308C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD309 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD309A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD309B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD309C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD309D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD309E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD309F UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD310 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD310A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD310B UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD310C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD310D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD310E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD310F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD310G UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD311 UNIT ENTRY CBH U4 36" 80" 1 3/4" 45 HM PTD KDHM PTD POWER OPERATED DOOR -KEY FOB311A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD311B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD311C UINIT BATHROOM ADA U3 36" 80" 1 3/8" SCWD PTD WD PTD311D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD311E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD311F UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD312 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD312A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD312B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD312C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD312D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD312E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD312F UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD313 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD313A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD313B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD313C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD314 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD314A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD314B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD314C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD315 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD315A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD315B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD315C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD315D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD315E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD315F UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD316 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD316A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD316B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD316C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD316D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD316E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD316F UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD317 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD317A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD317B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD317C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD318 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD318A UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD318B UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD318C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD319 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD319A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD319B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD319C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD319D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD319E UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD319F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD319G UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD319H UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD319J UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD319K UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD319L UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD319M UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTDDOOR SCHEDULEMARK NAMEELEVATIONDIMENSIONSFIRERATINGDOOR FRAMEHardware CommentsWIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH112 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD112A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD112B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD112C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD112D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD112E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD112F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD112G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD113 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD113A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD113B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD113C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD113D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD113E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD113F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD113G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD114 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD114A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD114B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD114C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD114D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD114E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD115 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD115A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD115B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD115C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD115D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD115E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD116 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD116A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD116B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD116C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD116D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD116E UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD116F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD116G UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD116H UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD116J UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD116K UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD116L UNIT CLOSET U3 40" 80" 1 3/8" SCM PTD WD PTD116M UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD201 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD201A UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD201B UNIT CLOSET U3 30" 80" 1 3/8" SCM PTD WD PTD201C UNIT CLOSET U3 30" 80" 1 3/8" SCM PTD WD PTD201D UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD201E UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD201F UNIT CLOSET U3 30" 80" 1 3/8" SCM PTD WD PTD201G UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD201H UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD201J UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD201K UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD201L UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD202 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD202A UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD202B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD202C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD202D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD202E UNIT CLOSET U2 60" 80" 1 3/8" SCM PTD WD PTD202F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD202G UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD203 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD203A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD203B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD203C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD203D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD203E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD204 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD204A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD204B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD204C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD204D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD204E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD205 UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD205A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD205B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD205C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD205D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD205E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD206 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD206A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD206B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD206C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD206D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD206E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD206F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD206G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD207 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD207A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD207B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD207C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD207D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD207E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD207F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD207G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD208 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD208A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD208B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD208C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD208D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD208E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD208F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD208G UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD209 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD209A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD209B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD209C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD209D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD209E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD210 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD210A UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD210B UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD210C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD210D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD210E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD210F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD210G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD211 UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD211A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD211B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD211C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD211D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD211E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD211F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD211G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD212 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD212A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD212B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD212C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD212D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD212E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD212F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD212G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD213 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD213A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD213B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD213C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD213D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD213E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD213F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD213G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD214 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD214A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD214B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD214C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD214D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD214E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD214F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD214G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTDDOOR SCHEDULEMARK NAMEELEVATIONDIMENSIONSFIRERATINGDOOR FRAMEHardware CommentsWIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH319N P 36" 72" 1 3/8"COMMON001 BUILDING ENTRY -DOUBLEA 77 1/4" 86 7/8" 2 5/16" AL CAC AL CAC POWER OPERATED DOOR -KEY FOB, KAWNEER 250TOR EQUAL002 VESTIBULE - DOUBLE B 72" 84" 2 1/4" AL CAC AL CAC POWER OPERATED DOOR,KAWNEER 250 OR EQUAL003 BUILDING ENTRY C 41 1/4" 86 7/8" 2 5/16" AL CAC AL CAC POWER OPERATED DOOR -KEY FOB, KAWNEER 250TOR EQUAL004 VESTIBULE D 36" 84" 2 1/4" AL CAC AL CAC POWER OPERATED DOOR,KAWNEER 250 OR EQUAL005 EXT. STAIR E 36" 84" 2 31/32" MTL PTD KDHM PTD CECO TRIO-E WITHMERCURY FRAME OREQUAL006 EXT. STAIR E 36" 84" 2 31/32" MTL PTD KDHM PTD CECO TRIO-E WITHMERCURY FRAME OREQUAL007 EXT. UTILITY E 36" 84" 2 31/32" MTL PTD KDHM PTD CECO TRIO-E WITHMERCURY FRAME OREQUAL008 EXT. COMMUNITY ROOM C 41 1/4" 86 7/8" 2 5/16" AL CAC AL CAC POWER OPERATED DOOR -KEY FOB, KAWNEER 250TOR EQUAL009 COMMUNITY ROOM B 72" 84" 2 1/4" AL CAC AL CAC POWER OPERATED DOOR -KEY FOB010 COMMUNITY CLOSET U2 56" 80" 1 3/8" SCWD PTD WD PTD011 COMMUNITY CLOSET U2 56" 80" 1 3/8" SCWD PTD WD PTD012 MAIL ROOM H 36" 80" 1 3/4" HM PTD KDHM PTD POWER OPERATED DOOR -KEY FOB013 COMMON BATHROOM H 36" 80" 1 3/4" HM PTD KDHM PTD014 COMMON BATHROOM H 36" 80" 1 3/4" HM PTD KDHM PTD015 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD016 OFFICE K 36" 80" 1 3/4" SCWD PTD WD PTD KEY FOB017 CLOSET U3 30" 80" 1 3/8" SCWD PTD WD PTD019 COMMON CLOSET G 72" 80" 1 3/4" HM PTD KDHM PTD020 INT. UTILITY H 36" 80" 1 3/4" HM PTD KDHM PTD021 INT. UTILITY F 36" 80" 1 3/4" TBD HM PTD KDHM PTD022 INT. UTILITY F 36" 80" 1 3/4" TBD HM PTD KDHM PTD023 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD024 INT. UTILITY F 36" 80" 1 3/4" TBD HM PTD KDHM PTD025 COMMON CLOSET G 72" 80" 1 3/4" HM PTD KDHM PTD026 INT. UTILITY H 36" 80" 1 3/4" TBD HM PTD KDHM PTD027 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD028 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD029 INT. UTILITY H 36" 80" 1 3/4" HM PTD KDHM PTD030 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD031 INT. UTILITY H 36" 80" 1 3/4" HM PTD KDHM PTD032 COMMON CLOSET G 72" 80" 1 3/4" HM PTD KDHM PTD033 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD034 LAUNDRY M 36" 80" 1 3/4" AL CAC AL CAC POWER OPERATED DOOR -KEY FOB035 INT. UTILITY H 36" 80" 1 3/4" HM PTD KDHM PTD036 LAUNDRY CLOSET G 60" 80" 2" SCWD PTD WD PTD037 INT. UTILITY H 36" 80" 1 3/4" HM PTD KDHM PTD038 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD039 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD040 ROOF ACCESS E 36" 66" 2 31/32" CECO TRIO-E WITHMERCURY FRAME OREQUAL041 ROOF ACCESS E 36" 66" 2 31/32" CECO TRIO-E WITHMERCURY FRAME OREQUAL042 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD043 INT. STAIR J 36" 80" 1 3/4" 45 HM PTD KDHM PTD044 CONTROL I 36" 80" 1 3/4" TBD HM PTD KDHM PTDUNIT INTERIOR101 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD101A UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD101B UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD101C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD101D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD101E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD101F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD101G UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD102 UNIT ENTRY CBH U4 36" 80" 1 3/4" 45 HM PTD KDHM PTD POWER OPERATED DOOR -KEY FOB102A UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD102B UNIT CLOSET U2 48" 80" 1 3/8" SCM PTD WD PTD102C UINIT BATHROOM ADA U3 36" 80" 1 3/8" SCWD PTD WD PTD102D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD102E UNIT CLOSET U2 60" 80" 1 3/8" SCM PTD WD PTD102F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD102G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD103 UNIT ENTRY CBH U4 36" 80" 1 3/4" 45 HM PTD KDHM PTD POWER OPERATED DOOR -KEY FOB103A UNIT CLOSET U3 24" 80" 1 3/8" SCM PTD WD PTD103B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD103C UINIT BATHROOM ADA U3 36" 80" 1 3/8" SCWD PTD WD PTD103D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD103E UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD104 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD104A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD104B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD104C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD104D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD104E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD105 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD105A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD105B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD105C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD105D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD105E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD106 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD106A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD106B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD106C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD106D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD106E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD106F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD106G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD107 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD107A UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD107B UNIT CLOSET U2 36" 80" 1 3/8" SCM PTD WD PTD107C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD107D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD107E UNIT CLOSET U2 56" 80" 1 3/8" SCM PTD WD PTD108 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD108A UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD108B UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD108C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD108D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD108E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD108F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD108G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD109 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD109A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD109B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD109C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD109D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD109E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD109F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD109G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD110 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD110A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD110B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD110C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD110D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD110E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD110F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD110G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD111 UNIT ENTRY U1 36" 80" 1 3/4" 45 HM PTD KDHM PTD111A UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD111B UNIT CLOSET U3 36" 80" 1 3/8" SCM PTD WD PTD111C UNIT BATHROOM U3 32" 80" 1 3/8" SCWD PTD WD PTD111D UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD111E UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTD111F UNIT BEDROOM U3 36" 80" 1 3/8" SCWD PTD WD PTD111G UNIT CLOSET U2 52" 80" 1 3/8" SCM PTD WD PTDLEGEND:ALALUMINUMCACCLEAR ANODIZED COATINGHMHOLLOW METALKDHMKNOCK DOWN HOLLOW METALPTDPAINTEDSCWDSOLID CORE WOODSCMSOLID CORE MASONITEWDWOODN/ANOT APPLICABLENOTE:SEE SPECIFICATIONS FOR HARDWARE SCHEDULENo. REVISIONS/SUBMISSIONS Date
A-10A550TYP.A-1A550TYP.WINDOW NOTES:• WINDOW QUANTITIES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR.• REFER TO DRAWINGS & SPECIFICATIONS FOR MORE INFORMATION.• WINDOW SWING/ TILT HANGING VARIES, REFER TO BUILDING ELEVAITONS FOR PROPER HANGING.• PROVIDE TEMPERED GLASS WHERE REQUIRED.FIXEDA17'-0 3/4"5'-0"A2FIXEDA3FIXEDA4FIXED3'-8"A5FIXED4'-0"A6FIXED3'-8"LEVEL REFERENCETILT-TURNB15'-0"3'-8"TILT-TURNB25'-0"3'-4"TILT-TURNB32'-8"TILT-TURNB43'-0"3'-8"TILT-TURNB53'-0"4'-0"TILT-TURNC16'-8"FIXED5'-0"3'-4"3'-0"2'-8"3'-0"2'-8"2'-8"5'-4"C2C34'-8"TILT-TURNFIXEDTILT-TURNFIXEDPVC WINDOW TRIM**NOTE:INSTALLER TO TAKE INTO CONSIDERATION EXPANSION OF PVC AND WEATHER TEMPERATURES DURURING INSTALLATION3'-8"3'-0"2'-8"2'-8"2'-4"2'-4"FLUSH STEEL SINGLE DOOR W/ VISION PANELJFLUSH 16 GA. STEEL UNIT ENTRY DOORU1RECESSED 2-PANEL SOLID CORE WOOD INTERIOR DOORU2U342"60"PEEPHOLE ACCESSIBLEPEEPHOLE, TYPICALRECESSED 2-PANEL SOLID CORE MASONITE CLASSIC 2 INTERIOR DOORHWHAPHIUS CERTIFIED DOOREXTERIOR DOUBLE GLASS DOORBALUMINUM ENTRY - DOUBLE DOORCPHIUS CERTIFIED DOOREXTERIOR SINGLE GLASS DOOR6'-0" CLR.6'-5 1/4" R.O.7'-0" CLR.7'-3" R.O.6'-0"7'-0"10"4"4"4"3'-0" CLR.7'-3" R.O.7'-0" CLR.3'-5 1/4" R.O.DALUMINUM ENTRY -SINGLE DOOR3'-0"7'-0"4"4"10"EPHIUS CERTIFIED DOOREXTERIOR PANEL SINGLE DOOR3'-0" CLR.7'-0" CLR.3'-5 1/2" R.O.7'-2 3/4" R.O.FSINGLE FLUSH MTL DOOR WITH LOUVERGDOUBLE FLUSH MTL DOORWHSINGLE FLUSH MTL DOORWHWHHWSNIGLE WOOD DOOR WITH FULL LITEKWHWHDOOR NOTES:• PROVIDE TEMPERED GLASS WHERE REQUIRED.21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"BW-07/06/2020A003FINISH AND WINDOW SCHEDULE,WINDOW AND DOOR ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONFINISH SCHEDULERoom Type Floor Finish Base Finish Wall Finish Ceiling Finish Trim Finish CommentsCOMMON AREASBATHROOM CT2 CTB2 PT - SEMI-GLOSSPT - FLAT PT - SEMIGLOSS MILDEWCIDE ADDITIVE TO PAINTSCOMMON CLOSET LVP1 VB PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSCOMMUNITYKITCHENCT1 PTD WB PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSCOMMUNITY ROOM LVP1 PTD WB PT - SEMI-GLOSS - 2COLORSPT - FLAT PT - SEMIGLOSSCONTROL SEALED CONC. N/A PT - SEMI-GLOSS PT - FLAT N/ACORRIDOR LVP1 PTD WB PT - SEMI-GLOSS - 2COLORSPT - FLAT PT - SEMIGLOSSELEC. VCT VB PT - SEMI-GLOSS PT - FLAT N/AELEVATOR MFR'S FULL RANGE N/A MFR'S FULL RANGE MFR'S FULL RANGE N/ALAUNDRY CT3 CTB3 PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSS MILDEWCIDE ADDITIVE TO PAINTS; WATERPROOF & CRACK MEMBRANEOVER ENTIRE FLOOR SUBSTRATE - TURN UP WALLS 2"LAUNDRY CLOSET VCT VB PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSLOBBY CT1 CTB1 PT - SEMI-GLOSS - 2COLORSPT - FLAT PT - SEMIGLOSSLOBBY UPPER LVP1 PTD WB PT - SEMI-GLOSS - 2COLORSPT - FLAT PT - SEMIGLOSSMAIL LVP1 VB PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSMAINTENANCE SEALED CONC. (1STFL), VCT AT OTHERVB PT - SEMI-GLOSS PT - FLAT N/AMEP ROOM SEALED CONC. (1STFL), VCT AT OTHERVB PT - SEMI-GLOSS PT - FLAT N/AOFFICE CARPET TILE PTD WB PT - EGGSHELL PT - FLAT PT - SEMIGLOSSSTAIR SR LANDING RB PT - SEMI-GLOSS - 2COLORSPT - FLAT PT - SEMIGLOSS INTEGRAL RUBBER TREAD & RISER W/ GRIT STRIP, PAINTED RAILINGS ANDEXPOSED METAL PIPES (COLOR TBD FROM MFR'S FULL RANGE)VESTIBULE CT1 W/ WALK OFFMATCTB1 PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSUNIT INTERIORBATH CT4 CTB4 PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSS MILDEWCIDE ADDITIVE TO PAINTSBEDROOM LVP2 PTD WB PT - EGGSHELL PT - FLAT PT - SEMIGLOSSKITCHEN CT5 PTD WB PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSLIVING/ DINING LVP2 PTD WB PT - EGGSHELL PT - FLAT PT - SEMIGLOSSUNIT CLOSET LVP2 VB PT - SEMI-GLOSS PT - FLAT PT - SEMIGLOSSUNIT ENTRY LVP2 PTD WB PT - EGGSHELL PT - FLAT PT - SEMIGLOSSUNIT HALLWAY LVP2 PTD WB PT - EGGSHELL PT - FLAT PT - SEMIGLOSSN.T.S.J-1FINISH SCHEDULELEGEND:CTCERAMIC TILECTBCERAMIC TILE BASELVPLUXURY VINYL PLANKPTPAINTPTDPAINTEDRBRUBBER BASE1/4" = 1'-0"WINDOW ELEVATIONSWindow ScheduleTypeMarkNameDimensionsFrameTypeFinishFlashingGlazingTypeTintLow ECoatingArgonFilledScreen Lockable MFR Model #WidthHeightA1 FIXED WINDOW 40" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes No No INTUS WINDOWS SUPERA - FIXEDA2 FIXED WINDOW 36" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes No No INTUS WINDOWS SUPERA - FIXEDA3 FIXED WINDOW 32" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes No No INTUS WINDOWS SUPERA - FIXEDA4 FIXED WINDOW 36" 44" uPVC STD ALUM. TRIPLE CLR Yes Yes No No INTUS WINDOWS SUPERA - FIXEDA5 FIXED WINDOW 32" 48" uPVC STD ALUM. TRIPLE CLR Yes Yes No No INTUS WINDOWS SUPERA - FIXEDA6 FIXED WINDOW 32" 44" uPVC STD ALUM. TRIPLE CLR Yes Yes No No INTUS WINDOWS SUPERA - FIXEDB1 OPERBALE TILT/TURN WINDOW 44" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - OPERABLEB2 OPERBALE TILT/TURN WINDOW 40" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - OPERABLEB3 OPERBALE TILT/TURN WINDOW 32" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - OPERABLEB4 OPERBALE TILT/TURN WINDOW 36" 44" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - OPERABLEB5 OPERBALE TILT/TURN WINDOW 36" 48" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - OPERABLEC1 FIXED TO TILT/TURN WINDOW 80" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - FIXED TO OPERABLEC2 FIXED TO TILT/TURN WINDOW 64" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - FIXED TO OPERABLEC3 FIXED TO TILT/TURN WINDOW 56" 60" uPVC STD ALUM. TRIPLE CLR Yes Yes Yes Yes INTUS WINDOWS SUPERA - FIXED TO OPERABLED LOUVER 32" 44" n/a STD ALUM. No No No No SEE MECH. SEE MECH.S1 INTERIOR SIDELIGHT 48" 60" n/a CAC No No No NoS2 INTERIOR SIDELIGHT n/a CAC No No No NoS3 INTERIOR SIDELIGHT 48" 84" n/a CAC No No No NoF-11/4" = 1'-0"DOOR ELEVATOINSN.T.S.J-9WINDOW SCHEDULEA-1SRSHEET RUBBERVBVINYL BASEWDWOODW.O.WALK OFF MATNo. REVISIONS/SUBMISSIONS Date
INTERIOR WALLSW1PARTITION WALLRATING: N/ASTC: 335/8"4 3/4"5/8"W2BED/BATH WALLRATING: N/ASTC: 395/8"4 3/4"5/8"2x4 WD STUDS AT 16" O.C.5/8" GWB3 1/2" ACOUSTIC INSULATION3 1/2"3 1/2"2x4 WD STUDS AT 16" O.C.5/8" GWBW4BATHROOM WALLRATING: N/ASTC: 395/8"5 1/4"5/8"3 1/2" ACOUSTIC INSULATION3 1/2"2x4 WD STUDS AT 16" O.C.5/8" GWB5/8" MOLD & MOISTURE RESISTANT GWBUNIT SIDEBATHROOM SIDE1/2"1/2" PLYWOODW5BATHROOM WALLRATING: N/ASTC: N/A5/8"2x4 WD STUDS AT 16" O.C.5/8" MOLD & MOISTURE RESISTANT GWBBATHROOM SIDE1/2"1/2" PLYWOOD3 1/2"4 5/8"W7BATHROOM WALLRATING: N/ASTC: 395/8"6 3/4"5/8"3 1/2" ACOUSTIC INSULATION5 1/2"2x6 WD STUDS AT 16" O.C.5/8" MOLD & MOISTURE RESISTANT GWBBATHROOM SIDE5/8" GWBBEDROOM SIDEW8PARTITION WALLRATING: N/ASTC: 395/8"6 3/4"5/8"5 1/2" R-21 FIBERGLASS INSULATION5 1/2"2x6 WD STUDS AT 16" O.C.5/8" GWB5/8" GWBW6BATHROOM WALLRATING: N/ASTC: N/A5/8"2x4 WD STUDS AT 16" O.C.5/8" MOLD & MOISTURE RESISTANT GWBBATHROOM SIDE4 1/8"W3BATHROOM WALLRATING: N/ASTC: 405/8"5 1/4"5/8"3 1/2" ACOUSTIC INSULATION2x4 WD STUDS AT 16" O.C.5/8" GWB5/8" MOLD & MOISTURE RESISTANT GWBUNIT SIDEBATHROOM SIDE1/2" RESILIENT CHANNEL AT 24" O.C.5/8" MOLD & MOISTURE RESISTANT GWBUNIT SIDEBATHROOM SIDEDEMISING WALLSE1EXTERIOR WALLUL #U330RATING: 1-HOURSTC: N/AINTERIOREXTERIOR5 1/2"1 1/2"8 1/8"5/8"EXTERIOR WALLS1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMSC1FLOOR/CEILINGUL #L521RATING: 1-HOURSTC: 54IIC: 50WD TRUSSES, SEE STRUCTURAL3/4" SUBFLOOR3 1/2" ACOUSTIC INSULATION5/8" FIRECODE C GWBLEVEL REFERENCETOP OF GYPCRETE1/4" ACOUSTIC UNDERLAYMENTFINISH FLOORING, SEE SCHEDULE3/4"22"1/2"5/8"CEILING / FLOORS25 1/8"C2FLOOR/CEILINGUL #L521RATING: 1-HOURSTC: 54IIC: 53WD TRUSSES, SEE STRUCTURAL3/4" SUBFLOORSOUND & CRACK ISOLATION MAT3/4"22"THIN SET, SLOPE TO FLOOR DRAINS WHERE APPLICABLEFINISH TILE FLOORING, SEE SCHEDULE1/2" RESILIENT CHANNEL AT 24" O.C.5/8" FIRECODE C "MOLD & MOISTURE RESISTANT" GWBC5FLOOR / CEILINGUL #L502RATING: 1-HOURSTC: N/AIIC: N/A5/8" GWB FIRECODE C GWB1/2" RESILIENT CHANNEL AT 16" O.C.LEVEL REFERENCETOP OF PLYWOOD9 1/4"3/4"11 1/8"2x10 JOISTS, SEE STRUCTURAL3/4" SUBFLOORFINISH FLOORING, SEE SCHEDULED1CORRIDOR WALLUL #U311RATING: 1 HOURSTC: 522x6 WD STUDS AT 16" O.C.1/2" RESILIENT CHANNEL AT 24" O.C. CORRIDOR SIDEUNIT SIDE1/2" PLYWOOD7 3/4"5/8"1/2"5 1/2"1/2"5/8"5/8" TYPE X GWB5/8" TYPE X ABUSE RESISTANT GWBD2DEMISING WALLUL #U340RATING: 1 HOURSTC: 542x4 WD STUDS AT 16" O.C., STAGGERED1/2" RESILIENT CHANNEL AT 24" O.C. UNIT SIDE1/2" PLYWOOD7 3/4"5/8"1/2"5 1/2"1/2"5/8"5/8" TYPE X GWBUNIT SIDE3-1/2" ACOUSTIC INSULATION3 1/2" ACOUSTIC INSULATION5/8" TYPE X GWBE3EXTERIOR WALLUL #U330RATING: 1-HOURSTC: N/A2x6 WD STUDSR-21 HIGH DENSITY FIBERGLASS INSULATIONINTERIOREXTERIOR5 1/2"1 1/2"8 1/8"5/8"AIR SPACE5/16" FIBER CEMENT PANEL1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS1x3 FIBER CEMENT BATTEN2x6 WD STUDSHIGH DENSITY FIBERGLASS INSULATION, R-21 MIN.AIR SPACE3/8"x1-1/2" P.T. FURRING AT 16" O.C.FIBER CEMENT PLANK SIDING1/2"2x6 PLATES, TOP & BOTTOMM2ELEVATOR WALLUL #U905RATING: 2-HOURSTC: N/A8x8x16 CMU WALL5/8"12"7 5/8"3 1/2"1/4"M1MASONRY WALLUL #U910RATING: 2-HOURSTC: N/A8x8x16 CMU WALL7 5/8"MASONRY WALLS5/8" GWB2x4 WD STUDS AT 16" O.C.3-1/2" ACOUSTIC INSULATION1" GYPCRETELEVEL REFERENCETOP OF GYPCRETE1" GYPCRETE3 1/2" ACOUSTIC INSULATION1/2" RESILIENT CHANNEL AT 24" O.C.1 1/4"25 1/8"1 1/4"1/2"5/8"C3FLOOR/CEILINGUL #L521RATING: 1-HOURSTC: 54IIC: 53WD JOISTS, SEE STRUCTURAL3/4" SUBFLOORSOUND & CRACK ISOLATION MAT3/4"7 1/4"THIN SET, SLOPE TO FLOOR DRAINS WHERE APPLICABLEFINISH TILE FLOORING, SEE SCHEDULE5/8" FIRECODE C "MOLD & MOISTURE RESISTANT" GWBLEVEL REFERENCETOP OF GYPCRETE1" GYPCRETE3 1/2" ACOUSTIC INSULATION1-1/2" T-GRID AT 16" O.C.26 1/8"1 1/4"1 1/2"5/8"HVAC SPACE WITH SPRINKLER COVERAGE12 GA. HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE AS REQUIRED.14 3/4"C4FLOOR/CEILINGUL #L521RATING: 1-HOURSTC: 54IIC: 53WD JOISTS, SEE STRUCTURAL3/4" SUBFLOOR3/4"7 1/4"5/8" FIRECODE C "MOLD & MOISTURE RESISTANT" GWBLEVEL REFERENCETOP OF GYPCRETE1-1/2" T-GRID AT 16" O.C.26 1/8"1 1/4"1 1/2"5/8"HVAC SPACE WITH SPRINKLER COVERAGE12 GA. HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE AS REQUIRED.14 3/4"1/4" ACOUSTIC UNDERLAYMENTFINISH FLOORING, SEE SCHEDULE1" GYPCRETER1ROOF/CEILINGUL #L521RATING: 1-HOURSTC: 54IIC: 50WD TRUSSES, SEE STRUCTURALROOF SHEATHING3 1/2" ACOUSTIC INSULATION5/8" FIRECODE C GWBLEVEL REFERENCETOP OF PLYWOOD3/4"20"1/2"5/8"21 7/8"1/2" RESILIENT CHANNEL AT 24" O.C. ROOF / CEILINGSTAPERED POLYISO INSULATION, 4" MIN. AT LOW POINTTPO MEMBRANE3/8"x3" HORIZONTAL RAINSCREEN VENTS AT 16" O.C.E5EXTERIOR WALLUL N/ARATING: N/ASTC: N/A2x6 WD STUDSR-21 HIGH DENSITY FIBERGALSS BATT INSULATIONINTERIOREXTERIOR5 1/2"1 1/2"AIR SPACE5/16" FIBER CEMENT PANEL1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS1x3 FIBER CEMENT BATTEN3/8"x1-1/2" P.T. FURRING AT 16" O.C.E6EXTERIOR WALLUL #U330RATING: 1-HOURSTC: N/A2x6 WD STUDSR-21 HIGH DENSITY FIBERGALSS BATT INSULATIONINTERIOREXTERIOR5 1/2"1 1/2"5/8"AIR SPACE1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMSNICHIHA CLIP5/8" NICHIHA FIBER CEMENT PANELS, VINTAGE WOOD CEDARUNIT AIR BARRIERUNIT AIR BARRIERELEV. SIDEINTERIORELEV. SIDEINTERIORUNIT AIR BARRIERUNIT AIR BARRIER (GWB)UNIT AIR BARRIERUNIT AIR BARRIERAIR BARRIERUNIT AIR BARRIERENVELOPE AIR BARRIER (ROOF SHEATHING)R2FLOOR/CEILINGUL #L521RATING: 1-HOURSTC: 54IIC: 53LVL BEAMS, SEE STRUCTURALROOF SHEATHING3/4"16"LEVEL REFERENCETOP OF GYPCRETETAPERED POLYISO INSULATION, 4" MIN. AT LOW POINTTPO MEMBRANER-24 MIN. CLOSED CELL SPRAY FOAM INSULATION PER LONG TERM THERMAL RESISTANCEENVELOPE AIR BARRIER (ROOF SHEATHING)CLOSED CELL SPRAY FOAM INSUL, R-24 MIN PER LTTRFIRE RETARDANT FOAM COATING AT EXPOSED SPRAY FOAM INSULATIONR3SLOPED ROOF5/8" ROOF SHEATHINGUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLESFRAMING PER STRUCT.R-50 MIN. CLOSED CELLSPRAY FOAM INSULATION PER LTTR, ENCAPSULATE FRAMINGFIRE RETARDANT FOAM COATING AT EXPOSED SPRAY FOAM INSULATION8"1/4" ACOUSTIC UNDERLAYMENT1" GYPCRETED5SHAFT WALLUL #U415RATING: 2 HOURSTC: 48D4ELEV. CONTROL WALLUL #U334RATING: 2 HOURSTC: 611 1/4"8 1/2"1 1/4"2x6 WD STUDS @ 16" O.C.STAIR/CORRIDOR SIDE1/2" PLYWOOD SHEATHING2-LAYERS 5/8" TYPE X GWB5/8" TYPE X ABUSE RESISTANT GWB5/8" TYPE X GWB3-1/2" MINERAL WOOL INSULATIOND3CORRIDOR WALLUL #U311RATING: 1 HOURSTC: 522x6 WD STUDS AT 16" O.C.1/2" RESILIENT CHANNEL AT 24" O.C. CORRIDOR SIDEUNIT SIDE7 1/4"5/8"1/2"5/8"5/8" TYPE X GWB5/8" TYPE X ABUSE RESISTANT GWB3-1/2" ACOUSTIC INSULATIONUNIT AIR BARRIERVAPOR RETARDER MEMBRANEUNIT AIR BARRIER (GWB)VAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANEUNIT AIR BARRIER (GWB)VAPOR RETARDER MEMBRANEC6FLOOR / CEILINGUL #L502RATING: 1-HOURSTC: N/AIIC: N/ALEVEL REFERENCETOP OF PLYWOODSEE RCP9 1/2"3/4"NOT USED5/8" COVERBOARD11GENERAL NOTES• PROVIDE MOLD AND MOISTURE RESISTANT GWB AT BATHROOMS, TYP.• PROVIDE ABUSE RESISTANT GWB AT STAIRWAYS AND HALLWAYS, TYP.• COMPARTMENTALIZATION -UNIT AIR BARRIER IS FACE OF GWB. CAULK ALL GAPS AND PENETRATIONS.• ENVELOPE AIR BARRIER IS OSB AT WOOD FRAMING, ZIP TAPE OVER JOINTS, TRANSITIONS AND PENETRATIONS21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A004WALL TYPES & FLOOR / CEILING TYPESNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
FIRE CAULKING AT PERIMETER OF GYPSUM BOARD, AND OR PLYWOOD -DEPTH TO EQUAL DEPTH OF WALL MATERIAL1" GYPCRETE3/4" SUBFLOORSTRUCTURAL TRUSS JOISTEXTEND GWB TO UNDERSIDE OF SUBFLOOR, CUT AROUND TRUSSES AND SEAL WITH FIRE CAULKING AT GAPSFIRE CAULKING AT PERIMETER OF OUTLET BOX, AND AT ALL PENETRATIONS THROUGH BOXELEC. BOXES ON OPPOSITE SIDES OF PARTITION WALLS ARE NOT TO BE IN THE SAME STUD SPACE. LOCATE PER ELECTRICAL CODE HAVING JURISDICTIONBASE AS SCHEDULEDFIRE CAULKING AT PERIMETER OF GYPSUM BOARD, AND OR PLYWOOD -DEPTH TO EQUAL DEPTH OF WALL MATERIAL*REFER TO PLANS FOR WALL TYPEALL ELEC. BOXES TO BE AIR TIGHT (OR USE PUTTY PADS AS ALTERNATIVE)NOTE:MINIMIZE AND CAULK ALL PENETRATIONS THROUGH DEMISING WALLSUNIT SIDECORRIDOR SIDEUNIT AIR COMPARTMENTALIZATION (GWB AT WALL AND PLYWOOD AT DECK)1/4" ACOUSTIC UNDERLAYMENTDEMISING WALL -SEE PLANEXTEND GWB CONTINUOUSLY AT UNIT DEMISING WALLCAULKINGTAPE JOINTS UNIT INTERIOR WALLSUNIT AIR COMPARTMENTALIZATION (GWB LAYER)EXTEND GWB CONTINUOUSLY AT DEMISING WALLUNIT SIDEUNIT SIDEAIR BARRIERSTRUCTURAL TRUSS3/4" SUBFLOOR1" GYPCRETE1/4" ACOUSTIC UNDERLAYMENT1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMS (ENVELOPE AIR BARRIER)VERTICAL RAINSCREEN STRIPS AT 16" O.C.EXT. FINISHENCAPSULATE TRUSSES AND BLOCKING WITH CCSFUNIT COMPARTMENTALIZATION (GWB AT WALL AND PLYWOOD AT DECK)CAULKINGLEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"GABLE DORMERSHED DORMERCONDITIONED ATTIC SPACETAPERED POLYISO INSULATION ABOVE ROOF DECK, 4" MIN. AT LOW POINTCLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF DECK, R-24 MIN.R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT SLOPED ROOF, TYP.1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMSR-21 HIGH DENISITY FIBERGLASS BATT INSULATION BETWEEN WALL STUDSPHIUS CERTIFIED WINDOWS AND EXT. DOORS, TYP.2" RIGID INSULATION BOTH SIDES5" RIGID XPS INSULATION UNDER SLABAT THIRD FLOOR WHERE AB IS THE GYPSUM BOARD LAYER, SEAL ALL PENETRATIONS TO FINISH DRYWALLGENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL PENETRATIONS THROUGH AIR AND THERMAL BARRIERS SHOULD BE MINIMIZED, CAULKED AND TAPED.• GC TO COORDINATE ANY ADDITIONAL PENETRATIONS WITH THE ARCHITECT.ENVELOPE THERMAL BARRIERUNIT COMPARTMENTALIZATIONENVELOPE AIR BARRIER (TAPED OSB AND ROOF SHEATHING)KEY:1./2"X5-1/2" GWB STRIP TO BREAK CONTINUITY OF RESILIENT CHANNELS AT DEMISING UNITSCAULKINGEXTEND GWB CONTINUOUSLY THROUGH CORRIDOR WALLUNIT AIR BARRIERCAULKING1/2" RESILIENT CHANNELUNIT SIDEUNIT SIDECORRIDOR SIDEEXPANDING FOAM SEALANT5/6" ROOF SHEATHINGLAP UNDERLAYMENT MEMBRANE OVER FASCIA TRIM, 2" MIN.1X3 DRIP TRIM1X10 FASCIA TRIMUNDERLAYMENT MEMBRANE (AIR BARRIER)UNIT AIR COMPARTMENTALIZATION (GWB LAYERS AT WALL AND CLG)NOTE: ALL REGISTERS, HVAC, ELEC, ETC TO BE CAULKED AND TAPED TO GWB AT EXT. WALL AND GWB CEILING AT TOP FLOORENVELOPE AIR BARRIERINSULATED OSB -ENVELOPE AIR BARRIER1/4" SOFFIT BOARD VENTEDVAPOR RETARDER MEMBRANEINSULATED OSB SHEATHING TAPED AT ALL SEAMS21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A005COMPARTMENTALIZATION DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-1DETAIL AT DEMISING WALL, TYPICAL FLOOR1 1/2" = 1'-0"A-12INT. WALL @ DEMISING WALL - UNITS1 1/2" = 1'-0"A-8DETAIL AT EXTERIOR WALL - TYP. FLOOR1/4" = 1'-0"G-1 PASSIVE HOUSE BUILDING SECTION DIAGRAM1 1/2" = 1'-0"G-12 INT. WALL @ DEMISING WALL - CORRIDORAIR BARRIER/ COMPARTMENTALIZATION NOTES:• COMPARTMENTALIZATION TESTING SHALL BE PERFORMED TO TEST AIT TIGHTNESS OF INDIVIDUAL DWELLING UNITS. THE TEST THRESHOLD SHALL BE 0.3 CFM50/SFUNIT SHELL AREA, OTHERWISE KNOWN AS ENVELOPE LEAKAGE RATIO (ELR).• AIR BARRIER TESTING REQUIREMENT IS 0.5 CFM/SF.• ALL JOINTS MUST BE TAPED AND MUDDED.• ALL DOOR SWEEPS AND WEATHERSTRIPPING TO BE MECHANICALLY FASTENED.1 1/2" = 1'-0"A-5DETAIL AT EXT. WALL - TOP FLNo. REVISIONS/SUBMISSIONS Date
UPUP18,978 SFLEVEL 118,930 SFLEVEL 217,630 SFLEVEL 3WALL LEGEND:2-HOUR FIRE-RESISTANCE-RATED ASSEMBLY1-HOUR FIRE-RESISTANCE-RATED ASSEMBLYGENERAL NOTES:THE PROPOSED STRUCTURE IS TYPE VA R-2: NEW RESIDENTIAL APARTMENTSMAINTAIN FIRE RATINGS OF ALL FIRE-RESISTANCE-RATED WALL AND FLOOR ASSEMBLIES. PROVIDE ALL REQUIRED FIRESTOPPING, DAMPERS, RATED DOORS AND FRAMES, ETC. AT ANY AND ALL PENETRATIONS.REQUIRED RATINGSPER THE 9TH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE CMR 780 WHICH IS COMPRIZED OF THE 2015 EDITION OF THE IBC AND MASSACHUSETTS AMMENDMENTS THERETO.REQUIRED RATINGS ARE LISTED. DESIGNED RATINGS MAY BE HIGHER. REFER TO GENERAL NOTES ON THIS PAGE, WALL TYPES -A004, AND CONSTRUCTION PLANS.AVERAGE FINISH GRADE (AFG)THE AVERAGE FINISH GRADE IS ELEVATION ____EGRESS PATHGROSS AREA BOUNDARY21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWBW07/06/2020A011GROSS AREA PLANSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/16" = 1'-0"1LEVEL 1 GROSS AREA PLAN1/16" = 1'-0"2LEVEL 2 GROSS AREA PLAN1/16" = 1'-0"3LEVEL 3 GROSS AREA PLANAREA SCHEDULE (GROSS)LEVEL 1 18,978 SFLEVEL 2 18,930 SFLEVEL 3 17,630 SFArea 5,785 SFGrand total 61,323 SFNo. REVISIONS/SUBMISSIONS Date
UPUPDNUPUPDNUPDNDN887 SF2-BEDUNIT 108845 SF2-BEDUNIT 109979 SF2-BEDUNIT 1011,024 SF2-BED CBHUNIT 102606 SF1-BEDUNIT 104606 SF1-BEDUNIT 1071,184 SF3-BEDUNIT 116845 SF2-BEDUNIT 106718 SF1-BED CBHUNIT 103606 SF1-BEDUNIT 105606 SF1-BEDUNIT 114606 SF1-BEDUNIT 115845 SF2-BEDUNIT 112845 SF2-BEDUNIT 110845 SF2-BEDUNIT 111845 SF2-BEDUNIT 113611 SF1-BEDUNIT 209887 SF2-BEDUNIT 210845 SF2-BEDUNIT 206606 SF1-BEDUNIT 204944 SF2-BEDUNIT 2021,095 SF3-BEDUNIT 201845 SF2-BEDUNIT 207606 SF1-BEDUNIT 205606 SF1-BEDUNIT 2031,184 SF3-BEDUNIT 218912 SF2-BEDUNIT 208845 SF2-BEDUNIT 211845 SF2-BEDUNIT 215845 SF2-BEDUNIT 214845 SF2-BEDUNIT 213845 SF2-BEDUNIT 212606 SF1-BEDUNIT 217606 SF1-BEDUNIT 216786 SF1-BED CBHUNIT 307540 SFSTUDIOUNIT 304521 SFSTUDIOUNIT 314515 SFSTUDIOUNIT 313845 SF2-BEDUNIT 310760 SF1-BEDUNIT 309540 SFSTUDIOUNIT 308775 SF1-BEDUNIT 306540 SFSTUDIOUNIT 303540 SFSTUDIOUNIT 3051,162 SF3-BEDUNIT 319540 SFSTUDIOUNIT 317768 SF1-BEDUNIT 315768 SF1-BEDUNIT 316788 SF1-BED CBHUNIT 311775 SF1-BEDUNIT 312540 SFSTUDIOUNIT 318965 SF2-BEDUNIT 301915 SF2-BEDUNIT 30221CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/16" = 1'-0"BWBW07/06/2020A012RENTABLE AREA PLANSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/16" = 1'-0"1LEVEL 1 AREA PLAN1/16" = 1'-0"2LEVEL 2 AREA PLAN1/16" = 1'-0"3LEVEL 3 AREA PLANAREA SCHEDULE (RENTABLE)Number Type Level Area Beds Baths CommentsLEVEL 1UNIT 101 2-BED LEVEL 1 979 SF 2 1UNIT 102 2-BED CBH LEVEL 1 1,024 SF 2 1 MAAB GROUP 2 & CBHUNIT 103 1-BED CBH LEVEL 1 718 SF 1 1 MAAB GROUP 2 & CBHUNIT 104 1-BED LEVEL 1 606 SF 1 1UNIT 105 1-BED LEVEL 1 606 SF 1 1UNIT 106 2-BED LEVEL 1 845 SF 2 1UNIT 107 1-BED LEVEL 1 606 SF 1 1UNIT 108 2-BED LEVEL 1 887 SF 2 1UNIT 109 2-BED LEVEL 1 845 SF 2 1UNIT 110 2-BED LEVEL 1 845 SF 2 1UNIT 111 2-BED LEVEL 1 845 SF 2 1UNIT 112 2-BED LEVEL 1 845 SF 2 1UNIT 113 2-BED LEVEL 1 845 SF 2 1UNIT 114 1-BED LEVEL 1 606 SF 1 1UNIT 115 1-BED LEVEL 1 606 SF 1 1UNIT 116 3-BED LEVEL 1 1,184 SF 3 212,893 SF 27 17LEVEL 2UNIT 201 3-BED LEVEL 2 1,095 SF 3 2UNIT 202 2-BED LEVEL 2 944 SF 2 1UNIT 203 1-BED LEVEL 2 606 SF 1 1UNIT 204 1-BED LEVEL 2 606 SF 1 1UNIT 205 1-BED LEVEL 2 606 SF 1 1UNIT 206 2-BED LEVEL 2 845 SF 2 1UNIT 207 2-BED LEVEL 2 845 SF 2 1UNIT 208 2-BED LEVEL 2 912 SF 2 1UNIT 209 1-BED LEVEL 2 611 SF 1 1UNIT 210 2-BED LEVEL 2 887 SF 2 1UNIT 211 2-BED LEVEL 2 845 SF 2 1UNIT 212 2-BED LEVEL 2 845 SF 2 1UNIT 213 2-BED LEVEL 2 845 SF 2 1UNIT 214 2-BED LEVEL 2 845 SF 2 1UNIT 215 2-BED LEVEL 2 845 SF 2 1UNIT 216 1-BED LEVEL 2 606 SF 1 1UNIT 217 1-BED LEVEL 2 606 SF 1 1UNIT 218 3-BED LEVEL 2 1,184 SF 3 214,579 SF 32 20LEVEL 3UNIT 301 2-BED LEVEL 3 965 SF 2 1UNIT 302 2-BED LEVEL 3 915 SF 2 1UNIT 303 STUDIO LEVEL 3 540 SF 1 1UNIT 304 STUDIO LEVEL 3 540 SF 1 1UNIT 305 STUDIO LEVEL 3 540 SF 1 1UNIT 306 1-BED LEVEL 3 775 SF 1 1UNIT 307 1-BED CBH LEVEL 3 786 SF 1 1 MAAB GROUP 2 & CBHUNIT 308 STUDIO LEVEL 3 540 SF 1 1UNIT 309 1-BED LEVEL 3 760 SF 1 1UNIT 310 2-BED LEVEL 3 845 SF 2 1UNIT 311 1-BED CBH LEVEL 3 788 SF 1 1 MAAB GROUP 2 & CBHUNIT 312 1-BED LEVEL 3 775 SF 1 1UNIT 313 STUDIO LEVEL 3 515 SF 1 1UNIT 314 STUDIO LEVEL 3 521 SF 1 1UNIT 315 1-BED LEVEL 3 768 SF 1 1UNIT 316 1-BED LEVEL 3 768 SF 1 1UNIT 317 STUDIO LEVEL 3 540 SF 1 1UNIT 318 STUDIO LEVEL 3 540 SF 1 1UNIT 319 3-BED LEVEL 3 1,162 SF 3 213,585 SF 24 20Grand total: 53 41,058 SF 83 57No. REVISIONS/SUBMISSIONS Date
REF.ABCREF.DWDWREF.UPUPDNDWREF.DWDWDWDWREF.DWREF.DWREF.DWREF.DWREF.DWDWDWREF.DWDWREF.REF.REF.REF.REF.REF.REF.UPA202F-1A201A201L-1A-1A202F-8A-1A502A-8A501J-1A501378 SFOFFICECONTROLA-1A501252 SFLIVING/DININGENTRY159 SFBED 1123 SFBED 3160 SFBED 2B-T5B-T6K-T5214 SFLIVING/DINING209 SFLIVING/DINING210 SFLIVING/DINING210 SFLIVING/DINING153 SFBED 1146 SFBED 2152 SFBED 1152 SFBED 1207 SFLIVING/DININGB-T1K-T2ENTRYK-T2ENTRYB-T1B-T1ENTRYK-T2B-T1B-T1ENTRYK-T2K-T2ENTRYK-T1B-T1B-T1K-T1B-T9B-T9MAILB-T1B-T1ENTRYK-T2K-T1B-T1K-T8ENTRYB-T8W.I.C.A201F-1A202A-1K-T14VESTIBULE244 SFMEP ROOMJAN.ELEVATORA-1A503J-1A502J-1A502K-T1A301A-1A302K-1A302A-1A-9A302178 SFBED 1154 SFBED 1896 SFLOBBY213 SFLIVING/DINING149 SFBED 2156 SFBED 1153 SFBED 2156 SFBED 1213 SFLIVING/DINING149 SFBED 2156 SFBED 1156 SFBED 1149 SFBED 2213 SFLIVING/DINING214 SFLIVING/DINING155 SFBED 1174 SFBED 1160 SFBED 2A110F-1E1D2D2D2HVACHVACE1E1D2D2D1D3D3D2D1D3E6D1D2D2D2E1E3E1E1E3E1E3E1E1E1E1E1E3E1E1E1E3E1E3E3E3E1E1E6E1E3E1E1E3E1E3E1E1E3E1E1E6E1E1E3E1E3E1E1E3E1E3E1D1D1D1D1D1D1D1D1D1D1D1D1D1D1D4D1D4M2D1M2D1D1W6D1W6D1D1D1D1D1D3W7D1D2D1D1D1D1D1D1D1D2K-T7250 SFLIVING/DININGM1D21313121211111010991187GFDDEECCBB210 SFLIVING/DINING155 SFBED 1K-T1B-T1KIJ-8A503125 SFBED 2K-T6269 SFLIVING/DININGA-1A506A-1A5061515B-T4ENTRY1414HALLB-T1ENTRYK-T9C1J-9A50435J4B-T7A-6A504K-T1558 SFCOMMUNITY ROOMA520A-1SimUNIT 101UNIT 102(CBH)UNIT 103(CBH)UNIT 104UNIT 105UNIT 106UNIT 107UNIT 108UNIT 109UNIT 110UNIT 111UNIT 112UNIT 113154 SFBED 1149 SFBED 2214 SFLIVING/DINING214 SFLIVING/DINING155 SFBED 1UNIT 114UNIT 115UNIT 116209 SFLIVING/DINING146 SFBED 2153 SFBED 1FDSTAIR 2AAHLL622E1A520A-1SimCORRIDORCORRIDORD1CLO.J-9A302E6E6A110F-5A110L-5A110L-1A110A-10A112A-1HALLW.I.C.A110H-10STAIR 3STAIR 1J-1A503A-8A503----FECFECFEC----VESTIBULED1A-5A510E1A520D-10A520A-4F-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'-7"11'-1 3/4"12'-11 1/4"10'-6 1/2"12'-4 3/4"6'-5"16'-3"12'-3"17'-11"6'-5"10'-2 3/4"35'-9"186'-10"31'-0"9'-9 1/4"31'-0"71'-9"18'-10 1/4"11'-5 1/4"12'-3"17'-11"6'-5"17'-2"6'-5"10'-2 3/4"35'-9"136'-5 1/4"30'-8 1/2"8'-7 1/2"10'-8 1/4"6'-5"17'-11"12'-3"22'-5"12'-3"22'-5"12'-3"33'-10 3/4"189'-9 3/4"8'-1 1/2"3'-10 1/2"12'-10"10'-1"12'-10"12'-0"11'-10 1/2"35'-10 1/2"12'-1 1/2"39'-3 3/4"10'-8 1/4"6'-5"17'-11 1/2"12'-2 1/2"22'-5"12'-3"19'-8 3/4"140'-11 3/4"A-1A505FDNOTE 1NOTE 2NOTE 1FDNOTE 2NOTE 3NOTE 3NOTE 3NOTE 3NOTE 3NOTE 3NOTE 3NOTE 3NOTE 3NOTE 3A620A-1NOTE 2003008004001005006007019S3S2S1NOTE 5NOTE 5NOTE 5NOTE 6FDNOTE2NOTE 7NOTE 8----0' - 0"F.F.E.0' - 0"F.F.E.-2' - 8"F.F.E.D2E3E3E3E3D2E1E1E1E1E2E1E1E3E3E3E1E2E1E3E3E1E1E3E3E3E3E3E1E1E1E1E1E1E3E3W1W1044END OF FURRED KNEE WALL A-5/A510END OF FURRED KNEE WALL A-5/A510END OF FURRED KNEE WALL A-5/A510END OF FURRED KNEE WALL A-5/A51080.0°100.0°10'-6 1/2"23'-1 1/2"34'-2 1/2"23'-2"34'-2 1/2"23'-1 1/2"34'-10"10'-0"12'-8 1/2"5'-7 3/4"16'-3 3/4"7'-11 3/4"1'-6"22'-8 1/4"1'-0"9'-2 1/4"1'-0"14'-6 1/4"2'-1 3/4"9'-2 1/2"5'-7 3/4"7'-10 3/4"6'-8 1/2"25'-7 1/2"2'-0"1'-4"2'-4"22'-3 1/2"2'-0"2'-0"2'-0"2'-0"2'-0"1'-0"23'-1 1/2"34'-2 1/2"34'-2 1/2"34'-2 1/2"22'-0 3/4"2'-4"2'-4"1'-4"23'-8"2'-0"6'-7 3/4"23'-7 1/2"2'-0 1/2"23'-1 1/2"34'-2 1/2"34'-2 1/2"8'-3 1/2"1'-0 1/2"8'-6"34'-2"2'-1 3/4"5'-7"6'-8 1/4"6'-8 1/4"7'-8 1/4"6'-8 1/4"7'-4"4'-10 3/4"1'-4 1/2"2'-0 1/2"1'-0"1'-0"23'-1 1/2"23'-1 1/2"6'-0 1/4"28'-10"6'-0"5'-8 1/4"3'-5 3/4"1'-0"1'-6"NOTE 9 D1NOTE 9D1D1D29'-5 1/2"10'-3"D1D1D1D131'-8"8'-1 1/2"30'-1 1/2"13'-2 1/2"4'-11 1/4"4'-9"2'-11 3/4"15'-8 1/4"2'-8 1/2"2'-2 1/4"2'-8 1/2"18'-7 3/4"4'-9 1/2"1 3/4"5'-11"5'-5 1/2"4'-10 1/2"11'-4 1/2"4'-11 1/4"21'-3 3/4"4'-11 1/4"31'-9 3/4"4'-11 1/4"22'-3 1/4"5'-4 1/2"4'-11 1/4"16'-3 1/2"A101A-12A101A-8SimELECTRIC METERS OPEN SHED ENCLOSURE ON A CONCRETE PAD, REFER TO CIVIL PLANS FOR LOCATIONA101D-8D41GENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR.• REFER TO ENLARGED UNIT PLANS FOR UNIT DIMENSIONS AND WALL TYPES.• TYPICAL DIMENSIONS ARE MEASURED TO THE FACE OF STUD UNLESS NOTED OTHERWISE.NUMBERED NOTES1. WALL MOUNTED WOOD SHELF AT 34" AFF. SHELF SHALL BE 1x POPLAR WITH 1x3 POPLAR FRAME.2. FLOOR DRAIN. SLOPE FLOOR TO DRAIN, SEE PLUMBING3. DINING PENINSULA COUNTER. SEE G-4/A604 FOR DETAILS.4. LOW WALL. SEE G-8/A604 FOR DETAILS.5. FURRED KNEE WALL AT RAISED STEM WALL AT FOUNDATION. REFER TO A-5/A510 FOR DETAIL.6. FURRED KNEE WALL AT STAIR LANDING. REFER TO F-13/A510 FOR DETAIL. 7. GC TO CONSTRUCT UNISTRUT FRAME WITH PLYWOOD ON BOTH SIDES FOR INVERTER EQUIPEMENT. 12 LINEAR FT MIN. MAINTAIN MIN. 4'-0" CLEARANCE IN FRONT OF SWITCHBOARD/ METERING SYSTEM, AND IN FRONT OF SPRINKLER PIPING.8. COORDINATE LOCATION OF DUCTWORK AND PIPING WITH ELECTRICAL EQUIPMENT. DO NOT RUN DUCTWORK OR PIPING OVER ELECTRICAL EQUIPMENT. REFER TO MEPFP.9. FIRESAFE ALL MECHANICAL SHAFS AT FLOOR OPENINGS. CEMENTITIONS LAYER, FIELD MESH NETTING AND ROCKOOL INSULATON.KEY:A1011SIM10101tAGRID HEAD AND GRID CENTERLINEDETAIL DRAWING CALL-OUTFLOOR LEVELSECTION DRAWING CALL-OUTNORTH ARROWSPOT ELEVATION50.00WINDOW TAGDOOR TAGWALL TAGFIRE EXTINGUISHER CABINETFECDHMAGNETIC DOOR HOLDER. SEE ELECTRICAL FIRE ALARM DRAWINGS.1A101SIMFDFLOOR DRAIN. SEE PLUMBING DRAWINGS.ENVELOPE AIR BARRIERD-12A101A101A-12WALL MOUNTED METERS, PROVIDE MIN. 3'-0" IN FRONT FOR CLEARANCENOTE: COORDINATE FINAL ENCLOSURE DIMENSIONS WITH ELECTRICAL METER LAYOUT PER PROVIDER. CONCRETE PAD PER CIVIL3/4" PT PLYWOOD2X4 PT FRAMING AT 16" 0.C.1/2" PT PLYWOOD5/16" FC SHINGLE SIDINGLOCKABLE GATE ON CONT. SS HINGEA101D-86'-0" TBDCOORDINATE WITH FINAL ELEC. METER LAYOUT10'-0" TBD5/4X4 PVC CORNER TRIM5/4X4 PVC TRIM3'-0" GATE ON CONT. SS HINGE, FINISH WITH FC SHINGLE SIDINGFC SHINGLE SIDINGCONCRETE PAD PER CIVIL5/4X6 HORIZ. PVC TRIM AT TOP TYP, EXTEND OVER GATE6"5'-6"EXPOSED PT PLYWOOD2X4 PT WOOD FRAMINGCONCRETE PAD PER CIVIL3/4" PT PLYWOOD (INSIDE FRAMING)FC SHINGLE SIDING3'-0" LOCKED GATE BEYOND ON CONTINUOUS SS HINGE2X4 PT WOOD FRAMING, 16" O.C.1/2" PT PLYWOOD (OUTSIDE FRAMING)GRADEPVC TRIM4" EXPOSED CONCRETE FACE5/4"X4" PVC TRIM5/4"X6" PVC TRIM4X4 PT TIMBER5'-6"3"4"12"6"CRUSHED STONED-12A1015/4"X6" PVC TRIM5/4"X4" PVC CORNER BOARD TRIM5/4"X5" BOTTOM PVC TRIM3" OPEN GAP FOR DRAINAGEFC SHINGLE SIDING, TYP. ALL SIDES5'-6"3"4"4" EXPOSED CONCRETE FACE21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A101LEVEL 1 PLANNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNOTE 4NOTE 3NOTE 3NOTE 3NOTE 4NOTE 3NOTE 2MAILBOXES1/2" = 1'-0"A-8METERS ENCLOSURE PLAN1/2" = 1'-0"A-12METERS ENCLOSURE ELEVATION1/2" = 1'-0"D-12 METERS ENCLOSURE SECTION1/2" = 1'-0"D-8 METERS ENCLOSURE ELEVATION 21No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
ABCDWREF.DNDNUPUPDWDWREF.DWREF.DWREF.DWREF.DWDWREF.DWDWREF.DWDW DWREF.DWREF.DWREF.DWREF.DWREF.REF. REF.REF.REF.REF.UPDNDWREF.A202F-1A201A201L-1A-1A202F-8A-1A502A-8A501J-1A501A-1A501215 SFLIVING/DINING213 SFLIVING/DINING149 SFBED 2156 SFBED 1218 SFLIVING/DINING155 SFBED 1213 SFLIVING/DINING149 SFBED 2156 SFBED 1156 SFBED 2158 SFBED 1213 SFLIVING/DINING159 SFBED 2169 SFBED 1214 SFLIVING/DINING155 SFBED 1214 SFLIVING/DINING155 SFBED 1214 SFLIVING/DINING149 SFBED 2157 SFBED 1K-T2ENTRYB-T1157 SFBED 1149 SFBED 2214 SFLIVING/DINING155 SFBED 1214 SFLIVING/DINING123 SFBED 3160 SFBED 2159 SFBED 1251 SFLIVING/DININGB-T1ENTRYK-T2K-T2260 SFMAINTENANCE213 SFLIVING/DINING149 SFBED 2156 SFBED 1213 SFLIVING/DINING149 SFBED 2156 SFBED 1A201F-1A202A-1B-T1B-T1213 SFLIVING/DINING149 SFBED 2157 SFBED 1214 SFLIVING/DINING155 SFBED 1214 SFLIVING/DINING155 SFBED 1B-T5W.I.C.B-T1B-T1K-T1K-T1A-1A503J-1A502A301F-1A302N-1A-9A302B-T1B-T1B-T1B-T1ENTRYK-T2 K-T1B-T1B-T1K-T1B-T1K-T1K-T2ENTRYB-T1K-T16128 SFBED 2ENTRYK-T9HVACHVACHVACK-T2K-T2ENTRYENTRYK-T5E1E6E1E1E1E1E313131212111110109911887GFDDEECCBBKIJ-8A503A-1A506253 SFLIVING/DINING160 SFBED 2187 SFBED 115151414J-9A50435J4COMMON CLO.B-T2K-T2ENTRYELEC.ELEVATORJAN.ENTRYK-T10A-6A504B-T1A302D-1UNIT 201UNIT 202UNIT 203UNIT 204UNIT 205UNIT 206UNIT 207UNIT 208UNIT 209UNIT 212UNIT 213UNIT 214UNIT 215UNIT 216UNIT 217UNIT 218UNIT 210UNIT 211AAHLL622STAIR 2STAIR 1CORRIDOROPEN TO BELOWB-T6CORRIDORUPPER LOBBYJ-9A302A111A-11A111L-1DHJ-1A503A-8A503----FECFECFECSTAIR 3D2D1D1D1W2D2D1D1D1D2D1D1D1D1D1D1D2D1D1D1W7D1D2D1D1D1W1D1D1D2D2D2W5W6D1D1D1D2D1D1D1D2D1D1D1D1E1E1E3E1E3E1E3E1E3E1E3E1E1E1E1E3E1E1E3E3E1E1E3E1E3E1E3E1E3E1E1E3E1E6E1E3E1E3E1E3E1E1E1E1E3E1E1D3D3W1M2M2M1M2D3D1D2D1D1D1D2D1D1D1D1D2D1D1D2W4D1D1D1D1D1D2W7D1D2D1D1D2D1D1D1D1D2D1D1D2D1G-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 2FECW1D1D2D2E1E134'-8 3/4"030201ENTRYLIVING/ DININGHALLWAY136 SFBED3B-T1A111 SFBED 1B-T1BW.I.C.201A201B201C201L201K201D201E201H201G201F202D214C218C34'-7"11'-1 3/4"12'-5 1/4"11'-6 1/2"11'-10 3/4"6'-5"16'-3"12'-3"17'-11"6'-5"10'-2 3/4"35'-9"187'-1"31'-0"9'-9 1/4"31'-0"72'-0"17'-9 1/2"11'-5 1/4"12'-3"17'-11"6'-5"17'-2"6'-5"10'-2 3/4"35'-9"135'-5 1/2"30'-8 1/2"8'-7 1/2"10'-8 1/4"6'-5"17'-11"12'-3"22'-5"12'-3"22'-5"12'-3"33'-10 3/4"190'-0 1/2"8'-1 1/2"3'-10 1/2"12'-10"10'-1"12'-10"12'-0"12'-0"36'-0"12'-0"39'-3 3/4"10'-8 1/4"6'-5"17'-11 1/2"12'-2 1/2"22'-5"12'-3"25'-6"146'-9 1/4"A-1A505201J025FDNOTE2----5'-7 3/4"1'-0"26'-7 1/4"1'-0"24'-6 3/4"19'-1"7'-0 1/2"34'-2"23'-1 1/2"23'-1 1/2"1'-4"34'-10"6'-0"6'-0"1'-0"5'-8 1/4"9'-8"23'-1 1/2"34'-2 1/2"34'-2 1/2"23'-1 1/2"34'-2 1/2"2'-0"1'-0"23'-1 1/2"34'-2 1/2"34'-2 1/2"34'-2 1/2"22'-0 1/4"80.0°17'-6 1/4"30'-2 1/2"34'-10"38'-10 1/4"23'-1 1/2"34'-2 1/2"34'-2 1/2"12'-4 1/4"D1D5D5D1NOTE 9NOTE 95'-3 1/4"5'-5 1/4"3'-8 1/4"1'-0"D5D1NOTE 9D1D1D19'-6 3/4"10'-2 1/4"D1D1D3D12'-0 1/2"24'-7 1/2"2'-4"1'-4"4'-8 1/4"24'-7 1/2"2'-0"D1D1W1D1D1D1D131'-8"8'-1 1/2"30'-1 1/2"1'-4"2'-4"1'-0"1'-0"4'-8 1/4"11 1/2"5'-8 1/4"14'-4 1/2"4'-11 1/4"22'-0"2'-11 3/4"4'-11 1/4"8'-2 3/4"4'-11 1/4"2'-11 3/4"15'-8 1/4"2'-8"2'-3 1/4"2'-8"18'-7 3/4"4'-11 1/4"11'-4 1/2"4'-10 1/2"11'-4 1/2"4'-11 1/4"21'-3 3/4"4'-11 1/4"31'-9 3/4"4'-11 1/4"22'-1"5'-6 3/4"4'-11 1/4"16'-3 1/2"D1D1A101A-12A112A-6A101D-8GENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR.• REFER TO ENLARGED UNIT PLANS FOR UNIT DIMENSIONS AND WALL TYPES.• TYPICAL DIMENSIONS ARE MEASURED TO THE FACE OF STUD UNLESS NOTED OTHERWISE.NUMBERED NOTES1. WALL MOUNTED WOOD SHELF AT 34" AFF. SHELF SHALL BE 1x POPLAR WITH 1x3 POPLAR FRAME.2. FLOOR DRAIN. SLOPE FLOOR TO DRAIN, SEE PLUMBING3. DINING PENINSULA COUNTER. SEE G-4/A604 FOR DETAILS.4. LOW WALL. SEE G-8/A604 FOR DETAILS.5. FURRED KNEE WALL AT RAISED STEM WALL AT FOUNDATION. REFER TO A-5/A510 FOR DETAIL.6. FURRED KNEE WALL AT STAIR LANDING. REFER TO F-13/A510 FOR DETAIL. 7. GC TO CONSTRUCT UNISTRUT FRAME WITH PLYWOOD ON BOTH SIDES FOR INVERTER EQUIPEMENT. 12 LINEAR FT MIN. MAINTAIN MIN. 4'-0" CLEARANCE IN FRONT OF SWITCHBOARD/ METERING SYSTEM, AND IN FRONT OF SPRINKLER PIPING.8. COORDINATE LOCATION OF DUCTWORK AND PIPING WITH ELECTRICAL EQUIPMENT. DO NOT RUN DUCTWORK OR PIPING OVER ELECTRICAL EQUIPMENT. REFER TO MEPFP.9. FIRESAFE ALL MECHANICAL SHAFS AT FLOOR OPENINGS. CEMENTITIONS LAYER, FIELD MESH NETTING AND ROCKOOL INSULATON.KEY:A1011SIM10101tAGRID HEAD AND GRID CENTERLINEDETAIL DRAWING CALL-OUTFLOOR LEVELSECTION DRAWING CALL-OUTNORTH ARROWSPOT ELEVATION50.00WINDOW TAGDOOR TAGWALL TAGFIRE EXTINGUISHER CABINETFECDHMAGNETIC DOOR HOLDER. SEE ELECTRICAL FIRE ALARM DRAWINGS.1A101SIMFDFLOOR DRAIN. SEE PLUMBING DRAWINGS.ENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A102LEVEL 2 PLANNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date
REF.ABCDWREF.DWREF.DWREF.DWREF.DWDWREF.DWDNREF.DWDNREF.DWREF.DWREF.DWW/DWDW/D W/D W/D W/DREF.DWDWREF.REF.DWREF.DWREF.DWREF.DWREF.DWDNUPREF.DWREF.A202F-1A201A201L-1A-1A202F-8A-1A502A-8A501J-1A501A-1A501208 SFLIVING/DINING148 SFBED 1138 SFBED 2242 SFLIVING/DINING150 SFBED 2159 SFBED 1123 SFBED 3K-T5B-T6ENTRYK-T3B-T3310 SFSTUDIOB-T1208 SFBED 1K-T3B-T3310 SFSTUDIO310 SFSTUDIO310 SFSTUDIOA201F-1A202A-1B-T8ENTRYK-T8249 SFLIVING/DINING249 SFLIVING/DININGA-1A503J-1A502A301L-1283 SFLAUNDRYA302N-5A-9A302201 SFBED 1271 SFLIVING/DINING310 SFSTUDIO310 SFSTUDIO176 SFBED 1292 SFSTUDIO249 SFLIVING/DINING246 SFLIVING/DINING204 SFBED 1K-T13270 SFSTUDIOB-T3246 SFLIVING/DININGK-T4ENTRYB-T1B-T3K-T3ENTRYK-T15B-T1 B-T1B-T3K-T3E3E3E3D2HVACHVACHVACE3E3E313131212111110109911887GFDECBKIJ-8A503A-1A5061515181 SFBED 1140 SFBED 2B-T3232 SFLIVING/DININGB-T1B-T31414132 SFBED 2210 SFBED 1ENTRYK-T12324 SFLIVING/DININGCOMMON CLO.W.I.C.LAUNDRY CLO.PLENUMJ-9A504B-T1ENTRYK-T435J4A-6A504K-T4K-T1B-T1K-T4K-T11K-T8249 SFLIVING/DINING176 SFBED 1B-T8ENTRYENTRY208 SFBED 1204 SFBED1ENTRYK-T3A302G-1E3E3E3E3E3UNIT 301UNIT 302UNIT 303UNIT 304UNIT 305UNIT 306UNIT 307(CBH)UNIT 308UNIT 309UNIT 312UNIT 313UNIT 314UNIT 315UNIT 316UNIT 317UNIT 318UNIT 310UNIT 311(CBH)UNIT 319AHLL622COMMON CLO.JAN.ELEVATORSTAIR 3HALLSTAIR 2ENTRYCORRIDORB-T5W.I.C.STAIR 1K-T1K-T1B-T1B-T1J-9A302A110A-1A110A-5E3E3E3E3A111A-1A111M-6A111F-1A111G-6A111A-6A111G-11DHW.I.C.W.I.C.J-1A503A-8A503----FECFECFEC----13'-8"038037031034035033036310310B310C310D310E310F310G310A309E309D309B309A309C309F309308308A308B308C306306A306B306C306D306E306F304304A304B304C302302C302A302B302D302E302F302G301301A301C301D301E301G301F303303A303B303C305A305B305307307F307E307D307A307B307C311311F311E311A311B311C311D312F312312A312B312D312E312C316316A316B316C316D316E316F318318B318A319319G319D319C319A319B319E319F319H319M319K319L319J317C317A317B317315F315315E315A315B315C315D314A314B314C314313C313B313A313305C318C14'-2 1/2"A-1A505A620L-1042043032FDNOTE2FDNOTE 2----E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3D1D1D1D1D1D1D2D1D1D1D2D1D1D2D1D2D1D2M2M2M2M1D1D2D2D1D1D1D2D1D1D2D2D1D1D1D1D2D1D2D1D2D1D1D1D2D3D3D1D1D1NOTE 9D1D1D1D1D1D1D1D2D2D1D1D1NOTE 9D1D1D1D3D3D3W1W1W1NOTE 9D138'-0 3/4"24'-10"14'-4 1/2"11'-9"6'-3 1/2"26'-10"7'-11 1/2"11'-9"43'-3 3/4"6'-3 1/2"19'-6"20'-2"19'-6"6'-3 1/2"50'-9 1/2"9'-1 1/2"11'-9"11'-8"11'-9"43'-3 3/4"2'-0"37'-3 3/4"7'-10 1/4"11'-9"9'-1 1/2"24'-10"9'-10"38'-7 1/4"12'-10"10'-1"12'-10"12'-0"50'-8 1/2"8'-10"26'-10"8'-10"24'-10"9'-1 1/2"11'-9"7'-10 1/4"8'-7 1/2"28'-8 1/4"2'-0"3'-10 1/2"8'-1 1/2"35'-9"1'-0"188'-1"141'-3 3/4"185'-3"71'-9"138'-4 3/4"1'-0"23'-3 1/4"1'-4"5'-8 1/4"23'-7 1/4"12'-8"1'-1 1/4"3'-4 3/4"18'-10"15'-1"23'-1 1/2"23'-1 1/2"34'-10"31'-8"8'-1 1/2"30'-1 1/2"1'-4"21'-10 1/4"5'-7 3/4"24'-8 1/4"4'-11 1/4"24'-3 1/4"5'-11 1/4"5'-6"15'-8 1/4"4'-10 3/4"37'-8"5'-11 1/4"5'-3 1/4"9'-2 1/2"34'-10"23'-1 1/2"34'-2 1/2"23'-1 1/2"34'-2 1/2"32'-6"80.0°34'-2 1/2"34'-2 1/2"34'-2 1/2"23'-1 1/2"8'-2 1/2"17'-5 3/4"36'-10 1/4"23'-1 1/2"34'-2 1/2"23'-1 1/2"20'-1"26'-7 1/2"4'-8 1/4"26'-7 1/2"4'-10 1/2"37'-7 1/2"4'-11 1/4"31'-9 3/4"4'-11 1/4"2'-6"27'-8"5'-11 1/4"12'-9"A112A-11-GENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR.• REFER TO ENLARGED UNIT PLANS FOR UNIT DIMENSIONS AND WALL TYPES.• TYPICAL DIMENSIONS ARE MEASURED TO THE FACE OF STUD UNLESS NOTED OTHERWISE.NUMBERED NOTES1. WALL MOUNTED WOOD SHELF AT 34" AFF. SHELF SHALL BE 1x POPLAR WITH 1x3 POPLAR FRAME.2. FLOOR DRAIN. SLOPE FLOOR TO DRAIN, SEE PLUMBING3. DINING PENINSULA COUNTER. SEE G-4/A604 FOR DETAILS.4. LOW WALL. SEE G-8/A604 FOR DETAILS.5. FURRED KNEE WALL AT RAISED STEM WALL AT FOUNDATION. REFER TO A-5/A510 FOR DETAIL.6. FURRED KNEE WALL AT STAIR LANDING. REFER TO F-13/A510 FOR DETAIL. 7. GC TO CONSTRUCT UNISTRUT FRAME WITH PLYWOOD ON BOTH SIDES FOR INVERTER EQUIPEMENT. 12 LINEAR FT MIN. MAINTAIN MIN. 4'-0" CLEARANCE IN FRONT OF SWITCHBOARD/ METERING SYSTEM, AND IN FRONT OF SPRINKLER PIPING.8. COORDINATE LOCATION OF DUCTWORK AND PIPING WITH ELECTRICAL EQUIPMENT. DO NOT RUN DUCTWORK OR PIPING OVER ELECTRICAL EQUIPMENT. REFER TO MEPFP.9. FIRESAFE ALL MECHANICAL SHAFS AT FLOOR OPENINGS. CEMENTITIONS LAYER, FIELD MESH NETTING AND ROCKOOL INSULATON.KEY:A1011SIM10101tAGRID HEAD AND GRID CENTERLINEDETAIL DRAWING CALL-OUTFLOOR LEVELSECTION DRAWING CALL-OUTNORTH ARROWSPOT ELEVATION50.00WINDOW TAGDOOR TAGWALL TAGFIRE EXTINGUISHER CABINETFECDHMAGNETIC DOOR HOLDER. SEE ELECTRICAL FIRE ALARM DRAWINGS.1A101SIMFDFLOOR DRAIN. SEE PLUMBING DRAWINGS.ENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A103LEVEL 3 PLANNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date
DNA202F-1A201A201L-1A-1A202F-8A-1A502A-8A501J-1A501J-1A501A-1A501A201F-1A202A-1A-1A503J-1A502A-9A3021313121211111010991187GFDDEECCBBKIJ-8A503A-1A506A-1A50615151414J-9A50435J4A-6A504E5E5E3E5E5E5E5E5E5E10AAHLL622J-9A302ELEVATORJ-1A503A301L-5A-8A503----G-1A005039E3A-1A505A-11A505040041ERVVRFVRFVRFR1R1ERVERVVRFVRFVRFR2R2R3R3SHAFT OPENINGSHAFT OPENINGSHAFT OPENING----R7R6R6R7E5E5E5E5E5E5TRUSS WALL WITH 1/2" PLYWOOD SHEATHING TYP.D3D3D3R10R10A520D-111GENERAL ROOF PLAN NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• PROVIDE FULLY ADHERED TPO MEMBRANE ROOFING.• THE MAIN ROOF SHALL BE WHITE TPO.• THE LOWER ROOFS AT LEVELS 1 & 2 SHALL BE GRAY TPO.KEY:A1011SIM10101tGRID HEAD AND GRID CENTERLINEDETAIL DRAWING CALL-OUTFLOOR LEVELSECTION DRAWING CALL-OUTNORTH ARROWSPOT ELEVATION50.00DOOR TAGWALL TAG1A101SIMRDROOF DRAIN. SEE PLUMBING DRAWINGS.RAROOF ANCHOR. SEE SPECIFICATIONSNUMBERED NOTESR1.ROOF ACCESS LADDER. REFER TO SPECS FOR INFO.R2.ROOF EDGE OVERFLOW SCUPPER.R3.ADD CRICKETS AS REQ'D FOR PROPER ROOF DRAINAGE. TYP. AT MEP EQUIPMENT ROOF CURBS.R4.SUPPLY BLOCKING FOR SOLAR PANEL MOUNTING RACKS AT ROOF. PROVIDE CONDUIT TO ELECTRICAL ROOM.R5.PROVIDE ROOF TIE BACKS FOR FALL PROTECTION AND HORIZONTAL LIFELINE SYSTEM AS REQUIRED PER OSHA. SEE SPECS AND G-10/A513 FOR MORE INFORMATION. GC TO SUBMIT OSHA COMPLIANT LAYOUT FOR REVIEW.R6.EQUIPMENT SCREEN FRAMING SYSTEM, SEE SPEC.R7.PERFORATED METAL SCREEN, SEE DETAILS.R8.EXTENTS OF SELF-ADHESIVE BITUMEN MEMBRANE FOR ICE AND WATER SHIELD. EXTEND 3'-0" MIN. FROM ROOF EDGE, AND 1'-6" FROM ROOF VALEYS.R9.2"X3" RECTANGULAR CORRUGATED DOWNSPOUT AT 39' O.C. MAX, CONNECT TO SITE DRAINAGE PER CIVIL. PUT GUTTER EXPANSION JOINTS AT NO MORE THAN MIDPOINT BETWEEN TWO DOWNSPOUTS.R10.PAINTED CORRUGATED PERFORATED STAINLESS STEEL PANEL. SEE A-6/A514 FOR DETAIL.R11.END OF GUTTER. GUTTER TO BE 6"X4" 0.032" TH. ALUMINUM K-STYLE GUTTER.1121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A104ATTIC LEVEL PLANNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
A202F-1A201A201L-1A-1A202F-8A-1A502A-8A501J-1A501A-1A501A201F-1A202A-1A-1A503J-1A502A-9A30212" / 12"12" / 12"12" / 12"1313121211111010991187GFDEECBKIJ-8A503A-1A50615151414J-9A50435J47 1/4" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"5" / 12"5" / 12"A-6A504AHL625" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"7 1/8" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"5" / 12"12" / 12"5" / 12"12" / 12"12" / 12"12" / 12"7 1/4" / 12"7 1/4" / 12"J-9A30212" / 12"12" / 12"5" / 12"5" / 12"5" / 12"5" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"J-1A503A-8A503----G-1A005A-1A505A-11A505ATTIC ROOF BELOWATTIC ROOF BELOWR-4, TYP.R-5, TYP.PENTHOUSE ELEVATOR VENTR-1R-1SLOPE 1/4":12"SLOPE 1/4":12"SLOPE 1/4":12"SLOPE 1/4":12"RARARARARARA----3'-0"3'-0"3'-0"10 1/4"R-8 TYP.R-8, TYP.R-8, TYP.R-8. TYP.R-8, TYP.R-8, TYP.R9R9R9R9R9R9R9R9R9R9R91111R9R9R91111R11R11R11R11R11R11R11R11R11R11R11R11R11GENERAL ROOF PLAN NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• PROVIDE FULLY ADHERED TPO MEMBRANE ROOFING.• THE MAIN ROOF SHALL BE WHITE TPO.• THE LOWER ROOFS AT LEVELS 1 & 2 SHALL BE GRAY TPO.KEY:A1011SIM10101tGRID HEAD AND GRID CENTERLINEDETAIL DRAWING CALL-OUTFLOOR LEVELSECTION DRAWING CALL-OUTNORTH ARROWSPOT ELEVATION50.00DOOR TAGWALL TAG1A101SIMRDROOF DRAIN. SEE PLUMBING DRAWINGS.RAROOF ANCHOR. SEE SPECIFICATIONSNUMBERED NOTESR1.ROOF ACCESS LADDER. REFER TO SPECS FOR INFO.R2.ROOF EDGE OVERFLOW SCUPPER.R3.ADD CRICKETS AS REQ'D FOR PROPER ROOF DRAINAGE. TYP. AT MEP EQUIPMENT ROOF CURBS.R4.SUPPLY BLOCKING FOR SOLAR PANEL MOUNTING RACKS AT ROOF. PROVIDE CONDUIT TO ELECTRICAL ROOM.R5.PROVIDE ROOF TIE BACKS FOR FALL PROTECTION AND HORIZONTAL LIFELINE SYSTEM AS REQUIRED PER OSHA. SEE SPECS AND G-10/A513 FOR MORE INFORMATION. GC TO SUBMIT OSHA COMPLIANT LAYOUT FOR REVIEW.R6.EQUIPMENT SCREEN FRAMING SYSTEM, SEE SPEC.R7.PERFORATED METAL SCREEN, SEE DETAILS.R8.EXTENTS OF SELF-ADHESIVE BITUMEN MEMBRANE FOR ICE AND WATER SHIELD. EXTEND 3'-0" MIN. FROM ROOF EDGE, AND 1'-6" FROM ROOF VALEYS.R9.2"X3" RECTANGULAR CORRUGATED DOWNSPOUT AT 39' O.C. MAX, CONNECT TO SITE DRAINAGE PER CIVIL. PUT GUTTER EXPANSION JOINTS AT NO MORE THAN MIDPOINT BETWEEN TWO DOWNSPOUTS.R10.PAINTED CORRUGATED PERFORATED STAINLESS STEEL PANEL. SEE A-6/A514 FOR DETAIL.R11.END OF GUTTER. GUTTER TO BE 6"X4" 0.032" TH. ALUMINUM K-STYLE GUTTER.1121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A105ROOF LEVELNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
DWREF.REF.DWREF.DWREF.DWREF.DWREF.DWREF.DWREF.DWW7W4W2W1W1W3W5W6210 SFLIVING/DINING155 SFBED 1B-T1K-T1CLO.1CLO.2CLO.1W1W1W1W210'-4 3/4"6'-11 1/4"5'-6"2'-8 1/4"2'-9"5'-5 3/4"1'-0"14'-6 3/4"2'-1 1/4"3'-0 1/2"6'-2"5'-2 1/4"1'-0"3'-10 3/4"2'-1 3/4"5'-2 1/4"2'-1 1/4"6'-9 3/4"5'-7 1/4"W7C3B2A32K-T3B-T3310 SFSTUDIOCLO.1CLO.2W1W1W4W5W6W3W1W1W7W3W1W1W8W8W15'-2 1/4"6"6'-6"3'-0 1/2"11'-2"2'-1 3/4"4'-10 1/2"2'-1 1/4"4'-5 3/4"5'-1 1/2"6'-11 1/2"C15'-9"5'-1"2208 SFBED 1249 SFLIVING/DININGK-T4ENTRYB-T1CLO.2CLO.1CLO.1CLO.1W8W2W2W2W2W1W7W3W5W6W1W1W1W1W1W815'-1"18'-10"9'-0 3/4"6'-11 1/2"2'-1 1/4"13'-11 1/2"3'-0 1/2"6'-2"1'-0 1/4"5'-2 1/4"2'-1 3/4"4'-2 1/2"4'-3"5'-2"4'-3 3/4"2'-1"4'-11 1/2"4'-0"4'-0"4'-0"4'-11 1/2"A6B4A6B4A62K-T2ENTRYB-T1153 SFBED 1146 SFBED 2209 SFLIVING/DININGCLO.1CLO.2CLO.1CLO.1W2W2W1W1W2W3W1W1W5W6W4W1W1W1W14'-2 3/4"4'-2"1'-0 1/4"5'-2 1/4"6'-2"3'-0 1/2"2'-1 1/4"13'-6 3/4"10'-6 1/4"10'-7 1/2"12'-5 3/4"13'-4"2'-2"5'-1 1/4"2'-1 3/4"6'-3 3/4"6'-2 1/4"5'-3 1/4"5'-9 1/2"5'-7 3/4"C1C1C22W.I.C.B-T8ENTRYK-T8207 SFLIVING/DINING154 SFBED 1CLO.2CLO.1A560H-10W5W6W2W3W1W1D1W1W1W1W2W1W2W14'-11 1/2"5'-5 1/4"7'-0"5'-5 1/4"15'-1"2'-1 3/4"6'-4 1/4"2'-1 3/4"4'-2"7'-8 1/4"7'-8 1/2"3'-6 1/4"5'-5"2'-3 1/2"2'-7"6'-5 3/4"11'-6 3/4"9'-8 1/2"7'-4 1/2"5'-9 1/4"2'-8 1/4"2'-9"C3B2A32214 SFLIVING/DINING153 SFBED 2156 SFBED 1B-T1ENTRYK-T9CLO.1 CLO.1CLO.1CLO.2W2W7W1W1W2W7W1W1W7W3W4W5W6W1W1W1W1W110'-5"10'-2 1/2"12'-11 1/2"14'-7 3/4"2'-0 1/2"6'-2"3'-0 1/2"5'-1 3/4"1'-0"6'-1"6'-5 1/4"2'-7"7'-6 1/4"10'-5 1/4"4'-1 1/4"W17'-5 1/4"4'-7 3/4"5'-9 1/4"C3B1C2C2B32178 SFBED 1125 SFBED 2269 SFLIVING/DININGK-T6B-T4CLO.1CLO.2CLO.1CLO.1HALLENTRYW1W1W2W2W1W1W2W1W7W2W4W4W1W2W7W2W7W110'-8 1/4"11'-1 3/4"12'-5 1/4"6'-5"6'-5 1/2"6'-5"5'-4 1/4"2'-1 3/4"15'-4 3/4"2'-1 1/4"6'-11"3'-11 1/4"4'-8"5'-3 1/4"2'-1 1/4"5'-10 1/2"3'-0 1/2"4'-0 1/2"2'-0 1/4"2'-4 3/4"5'-2 1/4"8 1/4"5'-1 3/4"1'-10 3/4"9 1/4"B2C2B2B2B2C22K-T7B-T7HALL174 SFBED 1250 SFLIVING/DINING160 SFBED 2CLO.1 CLO.2CLO.3CLO.3W7W1W1W2W7W6W1W1W1W7W1W1W2W1W2C2B3C2B2B2C2W6W6W112'-5 1/2"9'-9 3/4"13'-1 1/2"1'-11 1/4"11'-10 1/2"5'-4 1/2"4'-8 3/4"2'-11"5'-0 3/4"4'-11 3/4"2'-1 1/4"2'-1 1/4"5'-8 1/2"14'-9 1/2"10'-4 1/4"8'-10"1'-7 1/2"3'-10"6'-5 1/2"11'-0"6'-5"5'-11"9'-8"5'-4"2GENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR.• REFER TO BUILDING PLANS FOR DOOR TAGS.• TYPICAL DIMENSIONS ARE MEASURED TO THE FACE OF STUD UNLESS NOTED OTHERWISE.KEY:CERAMIC TILE EXTENTSPRICE AS DEDUCT ALTERNATE SWITCH CT TO LVP221CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"BWCB07/06/2020A110UNIT PLANSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"F-11-BED TYPE 11/4" = 1'-0"A-1STUDIO TYPE 11/4" = 1'-0"A-51-BED TYPE 31/4" = 1'-0"F-5 2-BED TYPE 11/4" = 1'-0"L-1 1-BED TYPE 2 CBH1/4" = 1'-0"L-5 2-BED TYPE 21/4" = 1'-0"A-102-BED TYPE 31/4" = 1'-0"H-10 2-BED TYPE 4 CBHUNIT 103UNIT 108, 210UNIT 104, 105, 107, 114, 115, 203, 204, 205, 216, 217UNIT 106, 109, 110, 111, 112, 113, 206, 207, 208, 211, 212, 213, 214, 215UNIT 303, 304, 305, 308, 317, 318UNIT 306, 312, 315, 316UNIT 102UNIT 101No. REVISIONS/SUBMISSIONS Date2 ADDENDUM #2 05/08/2020
REF.DWREF.DWREF.DWDWREF.REF.DWDWREF.DWREF.REF.DWK-T8 ENTRYB-T8249 SFLIVING/DINING176 SFBED 1CLO.2CLO.3CLO.3CLO.39'-11 1/4"5'-1 1/4"18'-10"9'-8"3'-5 1/2"3'-5 3/4"7'-8 3/4"9'-1 1/2"5'-6 1/2"2'-1 1/4"2'-1 1/4"5'-5"1'-11 1/4"3'-10 3/4"3'-10"2'-1 3/4"6'-9 1/4"6'-4 1/4"11'-7 1/2"9'-10 1/4"W1W1W1W1W3W5W6W2W7W2W1W1W1W1W72K-T1ENTRYB-T1201 SFBED 1271 SFLIVING/DININGCLO.1CLO.1 CLO.2CLO.1W7W2W2W4W2W2W5W6W2W2W2W2W8W2W2W7A6B3A3B3A65'-1 3/4"9'-11 1/4"13'-8 1/4"9'-1 3/4"11'-6 3/4"2'-1 1/4"6'-4 1/4"8'-4 3/4"1'-0"3'-0 1/2"7'-2"1'-0"5'-2 1/4"3'-11 1/2"2'-2 1/4"5'-2 1/4"2'-3"4'-2 3/4"2'-2 1/4"6'-8 1/2"3'-11 1/2"4'-0"4'-0"4'-0"3'-11 1/2"2208 SFLIVING/DINING138 SFBED 2148 SFBED 1ENTRYK-T15B-T1CLO.1CLO.1CLO.2CLO.110'-5"10'-5 1/2"11'-0 1/2"13'-7 1/4"2'-1 1/4"12'-6 3/4"2'-1 1/4"4'-11 3/4"2'-1 3/4"2'-1 3/4"6'-1 3/4"5'-2 1/4"1'-0"3'-0 1/2"7'-2"W2W7W2W2W2W2W2W2W2D2W5W6W2W2W2W2W2B1C3C2B3A3B35'-9 1/4"5'-6 3/4"5'-9 1/4"6'-5 3/4"6'-5 3/4"4'-1 1/4"5'-10 1/2"2K-T16CLO.1LIVING/ DINING136 SFBED3128 SFBED 2111 SFBED 1HALLWAYB-T1AW.I.C.W7W2W2W2W2W2W6W6W2W2W1W1W2W2W1W1W2W2W2W2C2B2B2B2C2B210'-3 1/4"W6W56'-1 1/4"3'-0"5'-1 3/4"11 1/2"5'-0 1/2"6'-1 1/4"2'-1 1/4"9'-11 1/2"1'-7 1/4"4'-1"9'-0 1/4"W5W611'-5 1/4"11 1/2"5'-1 3/4"5'-8 1/2"3'-5"3'-8"9'-1 1/2"10'-3 1/4"2'-0 3/4"10'-1 1/4"11'-6 1/2"10'-2 1/2"2'-1 1/4"6'-5"4'-5 3/4"6'-5"5'-11 1/2"4'-0 1/2"5'-3 1/2"W7B-T1B2CLO.1CLO.2CLO.1CLO.1B-T2ENTRYK-T10187 SFBED 1253 SFLIVING/DINING160 SFBED 2W2W7W1W1W1W1W1W2W2W1W1W2W5W6C2B3C25'-2 1/4"11 1/2"3'-0"6'-1 3/4"2'-2 3/4"5'-6 1/2"17'-2 1/4"4'-4 1/4"5'-8 1/2"2'-1 1/4"2'-2 1/4"2'-1 1/4"13'-1 1/2"13'-4 3/4"8'-8 3/4"W76'-5"11'-0"6'-5"5'-11"9'-8"5'-4"10'-4 1/4"C2B2B2B-T22270 SFSTUDIOK-T13B-T3CLO.2CLO.113'-11 1/2"7'-2"3'-0 1/2"6"5'-2 1/4"4'-5 3/4"2'-1 3/4"5'-6 1/2"2'-1 1/4"1'-6 1/4"6'-0"4'-0"4'-0"B4A4B4A6W7W2W7W2W3W2W2W5W6W6W62W.I.C.B-T3ENTRYK-T11324 SFLIVING/DINING210 SFBED 1132 SFBED 2CLO.1CLO.1W8W2W2W1W1W2W2W2W1W1W4W7W2W1W1W7W5W6W8W8B2A1B2B510'-4 3/4"13'-8 1/2"11'-11"2'-1 1/4"6'-7 3/4"6'-3 1/2"2'-1 1/4"14'-3 3/4"5'-1 1/4"4'-3 1/4"4'-6"4'-7 1/4"3'-1 1/2"6'-1 1/4"6 1/2"5'-1 3/4"5'-5"5'-2 1/4"13'-10"7'-10 1/2"8'-2 1/4"3'-9"5'-0"4'-3 1/2"4'-3 1/2"6'-8"5'-3 1/2"5'-9 1/4"2140 SFBED 2181 SFBED 1232 SFLIVING/DININGB-T1 ENTRYW.I.C.K-T12CLO.1CLO.2W.I.C.10'-4 3/4"11'-4"2'-1 1/4"18'-1"4'-8"7'-1 1/4"6'-1 3/4"4'-3"13'-9 1/4"6'-0 1/2"5'-5 1/4"1'-0"5'-2 1/4"6'-1 1/4"3'-0 1/2"5'-3 1/4"5'-1 3/4"4'-7 1/4"7'-0 3/4"1'-11 1/2"15'-10 1/4"1'-4"9'-3"W1W8W8W2W2W2W1W2W1W2W1W2W1W3W5W6W1W1W72GENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR.• REFER TO BUILDING PLANS FOR DOOR TAGS.• TYPICAL DIMENSIONS ARE MEASURED TO THE FACE OF STUD UNLESS NOTED OTHERWISE.KEY:CERAMIC TILE EXTENTSPRICE AS DEDUCT ALTERNATE SWITCH CT TO LVP221CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"BWCB07/06/2020A111UNIT PLANSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-11-BED TYPE 4 CBH1/4" = 1'-0"F-1 1-BED TYPE 51/4" = 1'-0"M-62-BED TYPE 81/4" = 1'-0"A-113-BED TYPE 21/4" = 1'-0"L-1 2-BED TYPE 51/4" = 1'-0"G-11 STUDIO TYPE 21/4" = 1'-0"A-62-BED TYPE 61/4" = 1'-0"G-6 2-BED TYPE 7UNIT 201UNIT 202UNIT 301UNIT 307, 311UNIT 313UNIT 302UNIT 309UNIT 310No. REVISIONS/SUBMISSIONS Date2 ADDENDUM #2 05/08/2020
DWREF.DWREF.REF.DW252 SFLIVING/DINING159 SFBED 1123 SFBED 3160 SFBED 2K-T5B-T6ENTRYB-T5HALLW.I.C.CLO.1CLO.2CLO.1CLO.1CLO.1D1D1W1W2W2W2W2W1W1W2W7W1D1W1W1W2W4W5W4W3W1W1W6W6W5W110'-2 1/2"5'-7 3/4"2'-1 1/4"11'-4 3/4"12'-4 1/2"9'-1 1/4"11'-3 1/4"2'-0 3/4"11'-3 1/4"2'-0 3/4"5'-7 3/4"14'-10"8'-1 3/4"12'-10 1/4"5'-4 3/4"10"5'-2 1/4"2'-11 1/2"6'-1 1/4"3'-0 1/2"3'-9 3/4"3'-11 1/4"3'-8"3'-8"B3A3A3B2B2B3B2A3B16'-9 1/2"6'-5"5'-11"4'-7 1/2"5'-11"6'-5"8'-6"7'-0"2'-4 1/4"22BED 1LIVING/DININGB-T1K-T1W2W1W1W7W3W5W6W1W1W1W1W7C1B16'-2"3'-0 1/2"5'-2 1/4"1'-0"3'-11 1/4"2'-1 3/4"5'-2 1/4"2'-1 1/4"2'-1 1/4"14'-6 3/4"10'-4 3/4"10'-2 3/4"2'-2 1/2"9'-1 3/4"6'-0 1/4"5'-5 1/2"2K-T3B-T3STUDIOCLO.1CLO.2W8W7W1W2W2W3W5W6W2W2W1B3A3B3A6W710'-2"3'-0 1/2"6'-6"6"5'-2 1/4"4'-5 3/4"2'-1 1/4"4'-10 1/2"2'-1 3/4"4'-5 3/4"5'-1 1/2"9'-7"4'-0"4'-0"4'-0"2'-0 1/4"2GENERAL NOTES• DO NOT SCALE DRAWINGS FOR CONSTRUCTION.• ALL UNITS, UNLESS OTHERWISE SPECIFIED, SHALL MEET THE REQUIREMENTS FOR GROUP 1 ACCESSIBILITY PER MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR.• REFER TO BUILDING PLANS FOR DOOR TAGS.• TYPICAL DIMENSIONS ARE MEASURED TO THE FACE OF STUD UNLESS NOTED OTHERWISE.KEY:CERAMIC TILE EXTENTSPRICE AS DEDUCT ALTERNATE SWITCH CT TO LVP221CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"DesignerAuthor07/06/2020A112UNIT PLANSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-13-BED TYPE 1UNITS 116, 218, 3191/4" = 1'-0"A-61-BED TYPE 61/4" = 1'-0"A-11STUDIO TYPE 3UNIT 209UNIT 314No. REVISIONS/SUBMISSIONS Date2 ADDENDUM #2 05/08/2020
LEVEL 1230' -0"LEVEL 1230' -0"LEVEL 2240' -6"LEVEL 2240' -6"ATTIC LEVEL261' -4"ATTIC LEVEL261' -4"FOUNDATION226' -0"FOUNDATION226' -0"LEVEL 3251' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"ROOF LEVEL269' -10 1/4"FIBER CEMENT PLANK SIDING, 6" REVEALFIBER CEMENT BOARD & BATTEN SIDINGPROTECTIVE COATING (STUCCO OR EQUAL)ARCHITECTURAL ASPHALT SHINGLESAIR TIGHT LOUVER, SEE MECHANICALA6A6A3A3A3A3A6A6B3A3B3A6C1A3A3A3A3C1C1C1A3A3B2B2C3C3A3A3C1C1B2B2C3C3B2B2C2C2A3C3C3B2B2C1FIBER CEMENT T&G NICHIHA FIBER CEMENT SIDINGSC110'-4"10'-6"10'-6"31'-4"A3A3B2B2B2B3B2B3B3B2B2A3A3GABLE DORMER, TYP.DRIP EDGE, TYP.SOLAR PANELS BEYONDROOF ACCESS LADDER BEYONDSHED DORMER, TYP.5/4X4 HORIZ. PVC TRIMWATER TABLE TRIM, TYP.ROOF EAVE, TYP.5/4X4 CORNER BOARD PVC TRIMWINDOW PVC TRIMNICHIHA FIBER CEMENT SIDING1X1 VERICAL PVC TRIM, TYP.FIBER CEMENT BOARD AND BATTEN SIDING, TYP.5/4X6 HORIZ. PVC TRIMARCHITECTURAL ASPHALT SHINGLES, TYP.ROOF TOP ELEVATOR VENT BEYOND, SEE MECH.NICHIHA FIBER CEMENT SIDINGGUTTERPROTECTIVE COATING (STUCCO OR EQUAL)WATER TABLE TRIM5/4X4 HORIZ. PVC TRIM1X1 VERTICAL PVC TRIMNICHIHA FIBER CEMENT SIDING5/4X4 HORIX. PVC TRIM5/4X6 HORIZ. PVC TRIMFIBER CEMENT BOARD AND BATTEN SIDING6"x4" ALUM. GUTTER6"x4" ALUM. GUTTER11DRIP EDGE2"X3" RECTANGULAR DOWNSPOUT, CONNECT TO SITE DRAINAGE TYP.2"X3" DOWNSPOUT, CONNECT TO SITE DRAINAGE12"X3" DOWNSPOUT1A-4A511TYP.A-10A520TYP.A-4A511TYP.1LEVEL 1230' -0"LEVEL 1230' -0"LEVEL 2240' -6"LEVEL 2240' -6"ATTIC LEVEL261' -4"ATTIC LEVEL261' -4"FOUNDATION226' -0"FOUNDATION226' -0"LEVEL 3251' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"ROOF LEVEL269' -10 1/4"B2A3B2C2B3C2C2B3C2C3C3C1B2B2A3A3C1C1C1C1C2C2A3A3B2B2C3C3C1C1A6B3A3B3A6B1B1C1C1C3C3C3B1B1B1C2C2C2PVC SQUARE TAPERED COLUMNSSTONE VENEERPROTECTIVE COATING (STUCCO OR EQUAL)CAST STONE CAPA6B4A6B4A6ALT.1ALT.1ALT.1ALT.1ALT.1ALT.1ALT.1ALT.1ALT.1ALT.1WATER TABLE PVC TRIMPVC WINDOW TRIM, TYP.FIBER CEMENT PLANK SIDING, 6" REVEALNICHIHA PANELS1X1 PVC TRIM, TYPFIBER CEMENT BOARD AND BATTEN SIDING, TYP.6"x4" ALUM. GUTTER, TYP.DRIP EDGE, TYP.SHED DORMER TYP.PAINTED CORRUGATED PERFORATED STAINLESS STEEL METAL SCREEN, COLOR TO MATCH FC BATTENS BELOWSOLAR PANELS BEYONDGABLE DORMER, TYP.5/4X4 PVC CORNER BOARD TRIM, TYP.HORIZONTAL 5/4X4 PVC TRIM5/4X6 PVC TRIMDRIP EDGE, TYP.DRIP EDGE, TYP.MEP EQUIPMENT BEYONDROOF ACCESS LADDER BEYONDROOF EAVE, TYP.5/4X4 HORIZ. PVC TRIMFIBER CEMENT BATTENS, TYP.STOREFRONT DOUBLE DOORS116"x4" ALUM. GUTTER16"X4" ALUM. GUTTER12"X3" RECTANGULAR DOWNSPOUT, CONNECT TO SITE DRAINAGEA-4A511TYP.A-10A520TYP.1LEVEL 1230' -0"LEVEL 1230' -0"LEVEL 2240' -6"LEVEL 2240' -6"ATTIC LEVEL261' -4"ATTIC LEVEL261' -4"FOUNDATION226' -0"FOUNDATION226' -0"LEVEL 3251' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"ROOF LEVEL269' -10 1/4"B2A3A3B3B3A3A3B2B2A3A3B3C3C3B2C1A3A3B2C1C1A6B3A3C1C1B3A6C2C2C2C2C1A3B3A6B3A6C1C1C1A2A4B4B4PVC WRAPPED SQUARE TAPERED COLUMNSCANOPYGUTTERARCHITECTURAL ASPHALT SHINGLESDRIP EDGE, TYP.6"x4" ALUM. GUTTER, TYP.DRIP EDGE, TYP.5/4X6 HORIZ/ PVC TRIMFIBER CEMENT BATTENS, TYP.GABLE DORMER, TYP.SHED DORMER, TYP.DRIP EDGE, TYP.6"X4" ALUM. GUTTER, TYPFIBER CEMENT BOARD AND BATTEN SIDING, TYP.5/4X4 HORIZ. PVC TRIM5/4X4 CORNER BAORD PVC TRIM1X1 PVC VERTICAL TRIMNICHIHA FIBER CEMENT PANEL5/4X4 HORIZONTAL PVC TRIMWATER TABLE TRIMFIBER CEMENT PLANK SIDING, 6" REVEALFIBER CEMENT BOARD AND BATTEN SIDING, TYP.PROTECTIVE COATING (STUCCO OR EQUAL)SOLAR PANELS BEYONDROOFTOP ELEVATOR VENT BEYOND, SEE MECHEXTERIOR FLUSH METAL DOOR16"x4" ALUM. GUTTER12"X3" RECTANGULAR DOWNSPOUT, CONNECT TO SITE DRAINAGE, TYP.12"X3" RECTANGULAR DOWNSPOUT, CONNECT TO SITE DRAINAGE TYP.11A-4A511TYP.A-10A520TYP.1GENERAL NOTES• THESE NOTES APPLY TO EVERYTHING IN THE DRAWINGS TO THE LEFT.NUMBERED NOTES1. THESE NOTES APPLY TO SPECIFIC ELEMENTS IN THE DRAWINGS TO THE LEFT.ALTERNATE NOTESALT.1PRICE NOTED NICHICHA PANELS AS ADD ALTERNATEKEY:21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A201EXTERIOR ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/8" = 1'-0"A-1SOUTH ELEVATION 11/8" = 1'-0"L-1NORTH ELEVATION1/8" = 1'-0"F-1 EAST ELEVATION 2No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"A3A3B2B2B2B3B2B3B3B2B2A3A3ROOF EAVE TYP.FIBER CEMENT BOARD AND BATTEN SIDING, TYP.DRIP EDGE, TYP.ARCHITECTURAL ASPHALT SHINGLESSOLAR PANELS BEYOND5/4X4 CORNER BOARD PVC TRIMFIBER CEMENT PLANK SIDING,, 6" REVEALFIBER CEMENT NICHIHA SIDING1X1 PVC TRIMWATER TABLE TRIMPROTECTIVE COATING (STUCCO OR EQUAL)FIBER CEMENT BOARD AND BATTEN SIDING, TYP.5/4X4 HORIZ. PVC TRIM5/4X6 HORIZ. PVC TRIM6"X4" ALUM. GUTTER1DRIP EDGE TYP.2"X3" RECTANGULAR DOWNSPOUT, CONNECT TO SITE DRAINAGE, TYP.1A-4A511TYP.A-10A520TYP.LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"B3A3B3B3C2C2A6C2C2B3B3A3B3A6C1C1C1C1C1C1C1C2C2C2C2C1C1C1C1C1A3B3A6B3A6A3A3B2B2C3C3A5A5C1B1B1B1A3A3A3A6B4A6B4A6ARCHITECTURAL ASPHALT SHINGLESDRIP EDGE, TYP.FIBER CEMENT BOARD AND BATTEN SIDING, TYP.5/4X4 CORNERBOARD PVC TRIMDRIP EDGE, TYP.5/4X4 HORIZ. PVC TRIMFIBER CEMENT PLANK SIDING, 6" REVEAL5/4X4 CORNER BOARD PVC TRIMFIBER CEMENT NICHIHA SIDING1X1 PVC TRIMWATER TABLE TRIMPROTECTIVE COATING (STUCCO OR EQUAL)SHED DORMER TYP.GABLE DORMER TYP.5/4X6 HORIZ. PVC TRIMPAINTED CORRUGATED PERFORATED STAINLESS STEEL METAL SCREEN. COLOR TO MATCH FC BATTENS BELOWMEP EQUIPMENT BEYOND5/4X6 HORIZ. PVC TRIMMETAL EDGEROOF ACCESS LADDER BEYONDSOLAR PANELS BEYOND5/4X6 HORIZ. PVC TRIM6"x4" ALUM. GUTTERROOF TOP ELEVATOR VENT BEYONDSTONE DRIP EDGE11A-4A511TYP.A-10A520TYP.1LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"B2A1B2B5A5B5B2A1B2B2B2C2A3C2B2B2C2C2B2B2B2B2ARCHITECTURAL ASPHALT SHINGLESDRIP EDGE, TYP.GABLE DORMER TYP.5/4X6 HORIZ. PVC TRIMFIBER CEMENT BOARD AND BATTEN SIDINGWINDOW PVC TRIM TYP6"X4" ALUM. GUTTER5/4X4 HORIZ. PVC TRIMFIBER CEMENT PLANK SIDING, 6" REVEAL 5/4X4 CORNERBOARD PVC TRIMFIBER CEMENT NICHIHA SIDING TYP.1X1 PVC TRIM5/4X4 HORIZ. PVC TRIMWATER TABLE TRIMPROTECTIVE COATING (STUCCO OR EQUAL)12"X3" RECTANGULAR DOWNSPOUT, CONNECT TO SITE DRAINAGE, TYP.2"X3" RECTANGLE DOWNSPOUT1A-4A511TYP.A-10A520TYP.121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/8" = 1'-0"BWCB07/06/2020A202EXTERIOR ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/8" = 1'-0"F-8 SOUTH ELEVATION 21/8" = 1'-0"A-1WEST ELEVATION1/8" = 1'-0"F-1 EAST ELEVATIONNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
ABCUPABCUPABCDNUPABCDN8'-8"6'-11"CONTROLELEVATORJAN.A-5A301A-11A30117I54J-10A301STAIR 1A-4A310A-8A310A620A-12ELEVATORA-5A301A-11A30117I54J-10A301A-4A310A-8A310ELEVATORA-5A301A-11A30117II54J-10A3016A604D-9A-4A310A-8A310LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"A-11A3017----LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"ILEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"A-11A30187A-8A310GENERAL NOTES• THESE NOTES APPLY TO EVERYTHING IN THE DRAWINGS TO THE LEFT.NUMBERED NOTES1. THESE NOTES APPLY TO SPECIFIC ELEMENTS IN THE DRAWINGS TO THE LEFT.KEY:A-5A301A-11A30117I54J-10A3016A-4A310A-8A31021CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"BW-07/06/2020A301STAIR PLANS & SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1STAIR 1 - LEVEL 11/4" = 1'-0"F-1 STAIR 1 - LEVEL 21/4" = 1'-0"L-1 STAIR 1 - LEVEL 31/4" = 1'-0"A-5STAIR 1 SECTION 11/4" = 1'-0"A-11STAIR 1 SECTION 21/4" = 1'-0"J-10STAIR 1 SECTION 31/4" = 1'-0"L-5 STAIR 1 - ATTIC LEVELNo. REVISIONS/SUBMISSIONS Date
UPUPDNDNUPDNUPDNDNA-9A302J-8A5031514JSTAIR 2J-1A50321'-10 1/4"4'-10 1/4"5'-2"11'-6 1/2"A-9A302J-8A5031514JA3J-1A503A-9A302J-8A5031514JJ-1A503A604A-9-A-8A501E3D1D1B34J-9A302A-8A50317'-6 1/4"4'-0 3/4"A-8A501B34J-9A302A-8A503A-8A501B34J-9A302A-8A503E3E3E3D1W1LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"131514C1C5A513A-5SimC5C4C4LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"354A510F-5SimA510F-9SimA511A-11SimA511D-4SimC1C4R3R3R3C5C5C4C12"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.5/8" TYPE X ABUSE-RESISTANT GWB2x6 PLYWOOD BLOCKING AT EVERY BRACKET LOCATION1/2" RESILIENT CHANNEL2 3/4"1 1/2"2"21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A302STAIR PLANS & SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1STAIR 2 - LEVEL 11/4" = 1'-0"D-1 STAIR 2 - LEVEL 21/4" = 1'-0"G-1 STAIR 2 - LEVEL 31/4" = 1'-0"K-1STAIR 3 - LEVEL 11/4" = 1'-0"N-1 STAIR 3 - LEVEL 21/4" = 1'-0"N-5 STAIR 3 - LEVEL 31/4" = 1'-0"A-9BUILDING SECTION AT STAIR 21/4" = 1'-0"J-9BUILDING SECTION AT STAIR 33" = 1'-0"A-5STAIR HANDRAIL DETAILNo. REVISIONS/SUBMISSIONS Date
0' - 7"0' - 11"1' - 0"0' - 11"2' - 10 1/4"MTL BRACKETS AT 36" O.C. MAX, TYP.PAINTED STEEL HANDRAIL0' - 1"3/4" PLYWOOD TREAD AND RISERRUBBER STAIR TREAD WITH INTEGRAL NOSING AND RISER AND NON-SLIP NOSING STRIP IN CONTRASTING COLOR2X12 STINGER (NOTCHED) PER STRUCTURAL5/8" ABUSE RESISTANT GWBM IN .5 1/2"STRINGER GOING UPSTRINGER HANGER2X10 STAIR FRAMING PER STRUCT.LANDING FRAMING3/4" PLYWOOD SHEATHING5/8" ABUSE RESISTANT GWBEDGE BEAD1 1/2"5"2X4 WOOD STUD1X CUT TO SIZE, SAND AND PAINT EDGES2X STAINED HARDWOOD WALL CAP WITH EASED EDGES, TOP OF WOOD CAP AT 42" A.F.F.1/2"42" TO FINISH FLOORHANDRAIL, SEE L-6/A3101x12 WOOD STAIR STRINGER, PAINTED1/2" PLYWOODRUBBER STAIR TREAD & INTEGRAL RISER3/4" PLYWOOD2x12 STRINGER. ATTACH TO STUDS THROUGH GWBTAPE GWB5/8" TYPE X ABUSE-RESISTANT GWB5/8" TYPE X ABUSE-RESISTANT GWB AT UNDERSIDE OF STAIR ON WD STRAPPING21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A303STAIR DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-1STAIR DETAIL3" = 1'-0"A-8WALL CAP DETAIL3" = 1'-0"A-12STAIR SKIRT DETAILNo. REVISIONS/SUBMISSIONS Date
ABCABCABCLEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"7A-8A310ELEVATOR PIT5'-0"EXTEND RIGID INSULATION ON ELEVATOR PIT STEM WALLSGC TO COORDINATE SUMP PUMP LOCATION AND SIZE WITH MANUFACTURERS SHOP DRAWINGSA310A-12A310E-12A310J-12A514A-1A514H-1A310L-8LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"IA-4A310A514H-6A514H-11117I8'-8" HOISTWAY6'-2" PLATFORM6'-8" PLATFORMGC TO COORDINATE ROUGH OPENING FOR DOOR WITH ELEVATOR SHOP DRAWINGS3'-1"3'-6"2'-1"117I8'-8" HOISTWAY6'-11" HOISTWAY6'-2" PLATFORM6'-8" PLATFORM2'-1"3'-6"3'-1"GC TO COORDINATE ROUGH OPENING FOR DOOR WITH ELEVATOR SHOP DRAWINGS117I8'-8" HOISTWAY6'-2" PLATFORM6'-8" PLATFORM3'-1"3'-6"2'-1"GC TO COORDINATE ROUGH OPENING FOR DOOR WITH ELEVATOR SHOP DRAWINGSLEVEL 1230' -0"ELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILSFINISH FLOORING, SEE SCHEDULE8" CONCRETE FOUNDATION WALLELEVATOR DOOR SILL, COORDINATE WITH MANUFACTURER'S DETAILSSTEEL ANGLE & ANCHOR BOLT, COORDAINTE WITH MANUFACTURER'S DETAILS1/4" SILL1/2" COMPRESSIBLE FILLER4" CONCRETE SLAB6"4"4" XPS INSULATIONVAPOR BARRIERLEVEL 2240' -6"ELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILSFINISH FLOORING, SEE SCHEDULE5/8" GWBFLOOR/CEILING TYPE C1, REFER TO STUCT.8" CMU SHAFT WALLELEVATOR DOOR SILL, COORDINATE WITH MANUFACTURER'S DETAILS2x8 PT LEDGER, SEE STRUCTURALSTEEL ANGLE & ANCHOR BOLT, COORDAINTE WITH MANUFACTURER'S DETAILS1/2" FROM LEVEL1/4" SILLSEE PLAN FOR WALL TYPECMU BOND BEAM, SEE STRUCTURALELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILS1/2"SEALANT5/8" GWB2x4 OR 2x6 FURRING WALL, SEE PLANS8" CMU SHAFT WALLELEVATOR DOOR FRAME, COORDINATE WITH MANUFACTURER'S DETAILSSEALANT5/8" GWB2x4 OR 2x6 FURRING WALL, SEE PLANS8" CMU SHAFT WALL1/2"ELEVATOR DOOR FRAME, COORDINATE WITH MANUFACTURER'S DETAILSSEE PLAN FOR WALL TYPEELEVATOR DOOR, COORDINATE WITH MANUFACTURER'S DETAILSELEVATOR DOOR SILL, COORDINATE WITH MANUFACTURER'S DETAILSFOUNDATION226' -0"ELEVATOR PIT FOUNDATION WALL4" RIGID INSULATIONPITCHED CONC. 1/4":1'-0" SLOPE TO SUMP PUMP, SEE PLUMB.WATERPROOFINGCRUSHED STONE, 6" MIN.16" MIN.DRAINAGE BOARDUNDER SLAB VAPOR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A310ELEVATOR PLANS, SECTIONS, ANDDETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-4ELEVATOR - SECTION 11/4" = 1'-0"A-8ELEVATOR - SECTION 21/4" = 1'-0"A-1ELEV - LEVEL 11/4" = 1'-0"E-1ELEV - LEVEL 21/4" = 1'-0"J-1ELEV - LEVEL 31 1/2" = 1'-0"A-12ELEVATOR SILL DETAIL 11 1/2" = 1'-0"E-12ELEVATOR SILL DETAIL 21 1/2" = 1'-0"J-12ELEVATOR HEAD DETAIL1 1/2" = 1'-0"N-12 ELEVATOR JAMB DETAIL1 1/2" = 1'-0"L-8 ELEVATOR PIT FOOTING DETAILNOTE:GC TO CONFIRM SHAFT SIZE WITH ELEVATOR MFRNo. REVISIONS/SUBMISSIONS Date
C1C1C1C1C1A5A8A6A1A1A1C3A6A8C3C1C1A4A4A7A1A5C1C1C1UNIT 101UNIT 102(CBH)UNIT 103(CBH)UNIT 104UNIT 105UNIT 106UNIT 107UNIT 108UNIT 109UNIT 110UNIT 111UNIT 112UNIT 113UNIT 114UNIT 115UNIT 116A4A4A7A1A6A8A2SEE UNIT 105SEE UNIT 105SEE UNIT 106SEE UNIT 106SEE UNIT 106SEE UNIT 106SEE UNIT 106A6A8C3A1A1A1C1C1A5C1A4C1A4A7A8C3C1C1C1C1C1C1C1C1C1A1A1A1A1A1C4C1C1C1A5A5A4A4A7A1A1A1A6C3A8C2SEE UNIT 105SEE UNIT 105U1U1U1C2A5C1A5C1A6C3C1A5C1C1C1C3A1A1A1C1C5D1 D1U1C3C2C2A8A6A6A8A3C1C1C1C1C1HVACHVACHVACC1C1C5C4D3D2D2D2D2D2D3D2D2D3D2D2D2D3D2D2D3D1D1D2D2D2D2D3D3D3D2D3D2D3D2D2D2D3D2D3D3D2D3D2D2U1C2C2C2C4C4SC1SC1D3D3D3D3D3D3SC1A8C3E1 E1E1E1E1 E1D3D3D3D3A7A7A4A4A4A4A5C1C1C1C1A5A5A5A5C1A4A4A77' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"7' - 2"A67' - 2"7' - 2"7' - 2"7' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"7' - 2"8' - 0"8' - 4 3/4"9' - 0"8' - 4 3/4"8' - 0"7' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"9' - 8"8' - 0"8' - 0"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"GENERAL NOTES• ARCHITECTURAL REFLECTED CEILING PLANS SHOW SOME 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 & QUANTITIES.• CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL.• SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR.MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS.SEE RCP's FOR HEIGHT.DROP CEILING/SOFFIT. MOLD AND MOISTURE RESISTANT PAPERLESS GWB.LEGENDRECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS.DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS.EXTERIOR WOOD 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 LED LIGHT FIXTURE, SEE ELECTRICAL DWGS.FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE.FIRE-RATED CEILING ACCESS PANELS. SIZE VARIESCEILING CASSETTE FAN COILSEE MECHANICAL DRAWINGS.CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS.CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS.DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS.BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS.LINEAR LED LIGHT FIXTURE, SEE ELECTRICAL DWGS.KEYED NOTES1. 1-5/8" METAL FRAMED DROPED CEILING AT BEAM21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A401LEVEL 1 RCPNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date
SEE UNIT 106SEE UNIT 106SEE UNIT 106SEE UNIT 106SEE UNIT 106SEE UNIT 106SEE UNIT 105SEE UNIT 105SEE UNIT 105SEE UNIT 105SEE UNIT 116SEE UNIT 106SEE UNIT 105SEE UNIT 105UNIT 201UNIT 202UNIT 203UNIT 204UNIT 205UNIT 206UNIT 207UNIT 208UNIT 209UNIT 212UNIT 213UNIT 214UNIT 215UNIT 216UNIT 217UNIT 218UNIT 210UNIT 211C1C1A5A5A6C3A8A1A1A1C5D1D1A7C1A4A4A1A1C1C1C3A8C1A1C1C3C1C1C1C1C1C1C1C1SEE UNIT 108U1C2U1U1C1D2D3D2D3D2D3D3D3D3D2D2C4C4HVACD3HVACHVACD2D2D3D4D3D3D2D2D2D3D2D2D3D3D3D2D2D2D2U1U1A6A8A4A1A4A1A1A1A1A5A5D2D1D1C5D2D2D2D2D2A6C3A8A7C1A1A4A4A7C1C1C1C1C1A5A5C1C1C1A5C17' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"8' - 4 3/4"7' - 2"7' - 2"7' - 2"GENERAL NOTES• ARCHITECTURAL REFLECTED CEILING PLANS SHOW SOME 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 & QUANTITIES.• CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL.• SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR.MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS.SEE RCP's FOR HEIGHT.DROP CEILING/SOFFIT. MOLD AND MOISTURE RESISTANT PAPERLESS GWB.LEGENDRECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS.DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS.EXTERIOR WOOD 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 LED LIGHT FIXTURE, SEE ELECTRICAL DWGS.FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE.FIRE-RATED CEILING ACCESS PANELS. SIZE VARIESCEILING CASSETTE FAN COILSEE MECHANICAL DRAWINGS.CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS.CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS.DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS.BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS.LINEAR LED LIGHT FIXTURE, SEE ELECTRICAL DWGS.KEYED NOTES1. 1-5/8" METAL FRAMED DROPED CEILING AT BEAM21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A402LEVEL 2 RCPNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date
D1R3D1R1R3UNIT 301UNIT 302UNIT 303UNIT 304UNIT 305UNIT 306UNIT 307(CBH)UNIT 308UNIT 309UNIT 312UNIT 313UNIT 314UNIT 315UNIT 316UNIT 317UNIT 318UNIT 310UNIT 311(CBH)UNIT 319SEE UNIT 116R2R1R1R1R2R2R1R3R3R2R2R2R2R2R1A4A4A5R1R1R3R3R3SEE UNIT 305SEE UNIT 305SEE UNIT 305A8A6R1R1A4A1 A1A7A1SEE UNIT 305SEE UNIT 305SEE UNIT 316SEE UNIT 306SEE UNIT 307R3R3R3R3R3R2R2R2A5A4A4A1 A1A7A8A6R3R1R1HVACHVACD3D2D3HVACD2D3D3D3D2D2D3D2D2D2A7A1 A1 A1A8A6A6A8 A8A6R3R3A5A5A5A4A4A7A4A4A1A1A7A1A1A1U1U1D3D2D2D3R2D1R3D1D2R3D2D3D2D2D3D2D2D2A6A8A1A7A4A4A4A4A7A1A6A8A8A2A5A5A4A4A7A1A2A1A1A6A1A2A7A8A6A5A5A5A1A1 A1 A1A4A4D2D2A3R3R1D3D3D3A5A4A4A1A1A1A6A8A7R3R2R18' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6"8' - 6 1/4"8' - 6"8' - 6"8' - 3 3/4"7' - 2"7' - 2"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6"7' - 2"7' - 2"8' - 6 1/4"8' - 6 1/4"8' - 6"7' - 2"8' - 6 1/4"8' - 6"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6 1/4"8' - 6"8' - 6"8' - 6 1/4"8' - 3 3/4"8' - 6"8' - 6 1/4"8' - 6 1/4"8' - 0"8' - 6 1/4"7' - 2"8' - 0"8' - 6 1/4"8' - 0"7' - 2"7' - 2"8' - 6"GENERAL NOTES• ARCHITECTURAL REFLECTED CEILING PLANS SHOW SOME 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 & QUANTITIES.• CEILING HEIGHTS SHOWN IN PLANS REPRESENT THE FINISH CEILING HEIGHT FROM THE REFERENCE LEVEL.• SOFFIT HEIGHTS ARE DIMENSIONED FROM THE FINISH FLOOR.MOLD & MOISTURE RESISTANT PAPERLESS GWB AT BATHROOMS.SEE RCP's FOR HEIGHT.DROP CEILING/SOFFIT. MOLD AND MOISTURE RESISTANT PAPERLESS GWB.LEGENDRECESSED CAN LIGHT, SEE ELECTRICAL DRAWINGS.DECORATIVE PENDANT LIGHT FIXTURE, SEE ELECTRICAL DWGS.EXTERIOR WOOD 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 LED LIGHT FIXTURE, SEE ELECTRICAL DWGS.FIRE PROTECTION SPRINKLER HEAD, SEE FIRE PROTECTION DRAWING FOR SPRINKLER HEAD TYPE.FIRE-RATED CEILING ACCESS PANELS. SIZE VARIESCEILING CASSETTE FAN COILSEE MECHANICAL DRAWINGS.CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS.CEILING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DWGS.DECORATIVE WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS.BATHROOM WALL SCONCE LIGHT, SEE ELECTRICAL DRAWINGS.LINEAR LED LIGHT FIXTURE, SEE ELECTRICAL DWGS.KEYED NOTES1. 1-5/8" METAL FRAMED DROPED CEILING AT BEAM21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A403LEVEL 3 RCPNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTIONNo. REVISIONS/SUBMISSIONS Date
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"354C1C1A511F-115" / 12"12" / 12"A510A-9ROOF TRUSSES, SEE STRUCTURALA511A-11SimA511K-8SimA510A-9SimA511K-8SimA511A-11SimA511F-11SimA513A-108" R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AT ALL SLOPED ROOFS, TYPICAL.A513E-131'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-5"5 1/2"1 1/4"8'-6 1/4"R3R3LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"354C1C1A511F-11SimA511A-11A513A-10SimROOF TRUSSES, SEE STRUCTURALA511K-8Sim8" R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AT ALL SLOPED ROOFS, TYPICAL.A510F-9A510A-9SimA510F-13A514A-111'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-5"5 1/2"1 1/4"8'-6 1/4"R3R3C1C5C5C1LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"3546210'-6"10'-6"A511K-1SimA501J-11A511F-11SimROOF TRUSSES, SEE STRUCTURALA510A-9SimA510A-9SimA501J-11SimA511F-11Sim8" R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AT ALL SLOPED ROOFS, TYPICAL.SOLAR PANEL SYSTEMR-24 4" CLOSED CELL SPRAY FOAM AT UNDERSIDE OF ROOF SHEATHING, 4" RIGID INSULATION ABOVE DECKA513F-1SimA513A-1SimA513E-13Sim1-1/2" R-6.6 RIGID INSULATED OSB SHEATHING 5-1/2" R-21 MIN. HIGH DENSITY FIBERGLASS BATT INSULATION8'-5"1 1/4"1'-10"1'-10"1 1/4"8'-5"8'-6 1/4"5'-1" R.O.2'-0"5'-1" R.O.2'-0"5'-1" R.O.2'-0"1 1/4"5 1/2"7 1/4"1'-6 3/4"2 1/4"8'-0"8'-0"2 1/4"1'-6 3/4"7 1/4"8'-6"2 1/2"9 1/2"9 1/2"7'-1 1/2"1'-4"5'-1" R.O.2'-0"5'-1" R.O.2'-0"5'-1" R.O.2'-0"R2R3R3C1C4C6C1C1C4C1A504J-5LEVEL 3251' -0"6FLOOR/CEILING TYPE C1FIBER CEMENT VERTICAL PANEL SIDING3/8" HORIZONTAL RAINSCREEN VENTS AT 16" O.C AT ALL BOARD & BATTEN SIDINGHIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN. 1x3 FIBER CEMENT BATTENS AT 12" O.C.6"x4" ALUMINUM GUTTERGUTTER BRACKETS AT 36" O.C.1x10 FASCIA TRIMLAP UNDERLAYMENT MEMBRANE OVER FASICA 2" MIN.SHINGLE STARTER STRIPMETAL FASCIA DRIP W/ 2-1/2" MIN. HEMMED REVEAL TO CONCEAL SELF ADHESIVE UNDERLAYMENT5/8" ROOF SHEATHINGSELF ADHESIVE UNDERLAYMENT MEMBRANE, EXTEND 8" MIN. UP WALL SHEATHINGARCHITECTURAL ASPHALT SHINGLES2x6 RAFTER TAILS2x6 FASCIA FRAMING1/4" SOFFIT BOARD; VENTEDSELF-ADHESIVE FLEXIBLE MEMBRANE FLASHING, SEAL FROM TOP TO ZIP PANEL TO 2" MIN. OVERLAP ON SELF ADHESIVE UNDERLAYMENT7 1/4"5 1/2"1'-0 1/4"LVL BEAM, SEE STRUCTURALA550A-10SimA550A-10Sim1-1/2" R-6.6 RIGID INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS (ENVELOPE AIR BARRIER)ZIP TAPE AT JOINTS AND SEAMSVAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE11DO NOT SCALE DRAWINGSGENERAL NOTES: 1. REFER TO A005 FOR UNIT COMPARTMENTALIZTION DETAILSENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A501BUILDING SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1BUILDING SECTION 11/4" = 1'-0"A-8BUILDING SECTION 21/4" = 1'-0"J-1BUILDING SECTION 31 1/2" = 1'-0"J-11DETAIL AT ROOF SOFFIT 4No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"A-5A301KIJJ-10A301HLA502J-12A502A-12A510N-1F-1A510PVC COLUMN COVERCAST STONE PIER CAPSTONE VENEER1%A511D-4R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AT ALL SLOPED ROOFS, TYPICAL.A-4A310A504J-1A504A-17'-1 1/2"A512J-1A512A-1A513F-1SimA510A-5SimA513A-1SimR-24 4" CLOSED CELL SPRAY FOAM AT UNDERSIDE OF ROOF SHEATHING, 4" RIGID INSULATION ABOVE DECK3'-0"3'-0"1'-10"6"8'-0"1'-10"1 1/4"8'-4 3/4"8'-6 1/4"2 1/4"9 1/2"9 1/2"5 1/2"1 1/4"8'-6 1/4"5'-4 1/2"8'-0"2 1/4"1'-6 3/4"7 1/4"7 1/4"1'-6 3/4"2 1/4"8'-0"9 1/2"9 1/2"2 1/4"8'-6 1/4"5'-1" R.O.2'-0"2'-0"5'-1" R.O.2'-0"5'-0"9'-2"9 1/4"R2C6C1C1C4C1R3G-5A561LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"KIJA511K-1HLA510A-5SimA501J-11SimA511K-1SimA511K-1Sim8" R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AT ALL SLOPED ROOFS, TYPICAL.A515A-1A513F-1SimA513E-13SimA515A-6----1'-4"7'-1 1/2"1'-10"1 1/4"8'-5"1'-10"1 1/4"8'-4 3/4"5 1/2"1 1/4"8'-6 1/4"5'-1" R.O.2'-0"5'-1" R.O.2'-0"5'-1" R.O.2'-0"7 1/4"1'-6 3/4"2 1/4"8'-0"7 1/4"1'-6 3/4"2 1/4"8'-0"9 1/2"9 1/2"2 1/4"8'-6 1/4"5'-1" R.O.2'-0"5'-1" R.O.2'-0"5'-1" R.O.2'-0"A510A-5SimR2C6R3R3C1C1C1C4C4C1LEVEL 1230' -0"LEVEL 2240' -6"4" XPS INSULATION1%2" XPS INSULATIONWALK OFF MAT2"8"2"VAPOR BARRIER8/4x4 PVC TRIMMETAL DRIP FLASHINGBACKER ROD & SEALANTLVL FRAMING PER STRUCT.BACKER ROD & SEALANTGWB SEALANT, TYP.5/4x6 WD HEAD TRIMLOW-EXPANSION FOAMINSULATED HEADER1x WD TRIM, CUT TO SIZESEALANTACCESSIBLE ALUM. HALF SADDLE THRESHOLD W/ THERMAL BREAK3/8" RAINSCREEN VENTMETAL CLIPTHERMALLY BROKEN ALUMINUM ENTRY DOOR & FRAMETHERMALLY BROKEN ALUMINUM ENTRY DOOR & FRAMEFLOOR TILE, SEE SCHEDULEDOOR SWEEPS4"4"3/16"x3" THERMAL BREAK TAPE5/8" NICHIHA FIBER CEMENT PANELS3/8"x1-1/2" FURRING STRIPSSEALANT BED AT THRESHOLD8"1" XPS INSULATION AT DOOR. DOOR THRESHOLD TO COVER XPS1/2"R-30 MIN. CLOSED CELL SPRAY FOAM INSULATIONFILL REMAINDER OF CAVITY WITH MINERAL WOOL INSULATION8" MIN.1-1/2" R-6.6 RIGID INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS (ENV. AIR BARRIER)ZIP TAPE OVER SEAMSVAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE3/4" PLYWOOD11LEVEL 2240' -6"LEVEL 3251' -0"6"x4" ALUMINUM GUTTERGUTTER BRACKETS AT 36" O.C.1/2" RESILIENT CHANNEL5/8" FIRECODE C GWB1x10 FASCIA TRIMLAP UNDERLAYMENT MEMBRANE OVER FASICA 2" MIN.SHINGLE STARTER STRIPMETAL FASCIA DRIP W 2-1/2" MIN. HEMMED REVEAL TO CONCEAL SELF ADHES. UNDERLAYMENT5/8" ROOF SHEATHINGSELF ADHESIVE UNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLES2x6 RAFTER OUTRIGGER2x6 FASCIA FRAMING1/4" SOFFIT BOARD; VENTEDROOF RAFTERS, SEE STRUCTURAL3/8" RAINSCREEN VENTCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.2x6 PLATE, SEE STRUCTURAL2x10 BLOCKING IN BETWEEN RAFTERSWALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULESEAL GWB TO FRAMING, TYP.HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWBTPO MEMBRANE, TURN UP WALL 18" MIN.3"8"LIGHT FIXTURE CLTAPERED RIGID INSULATIONTPO ROOFING MEMBRANESECUREMENT STRIPENVELOPE AIR BARRIER -1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMSZIP TAPE OVER SEAMS2X WOOD FURRINGEXPANDING FOAM SEALANTTRUSS HANGER, SEE STRUCT.8"VAPOR RETARDER MEMBRANENICHIHA SIDINGROOFING UNDERLAYMENT1CCSF AROUND FRAMING11DO NOT SCALE DRAWINGSGENERAL NOTES: 1. REFER TO A005 FOR UNIT COMPARTMENTALIZTION DETAILSENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedAPDA07/06/2020A502BUILDING SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"J-1BUILDING SECTION 41/4" = 1'-0"A-1BUILDING SECTION 51 1/2" = 1'-0"J-12DETAIL AT ENTRY DOOR 11 1/2" = 1'-0"A-12DETAIL AT BAY OVER PORCHNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"131514C1C1A510A-9SimA513A-13A511L-11SimA504J-1SimA510A-9SimA504J-1SimA504A-1SimA511L-11SimA511K-8Sim1'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-4 3/4"5 1/2"1 1/4"4'-10 1/2"5'-4 1/2"LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"IJA511A-1HA510A-9SimA515A-1SimA513A-10Sim1'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-4 3/4"5 1/2"1 1/4"8'-6 1/4"C1C1LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"131514A510F-5A513A-5A510A-13A513F-1SimA515G-1R-50 MIN. CLOSED CELL SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AT ALL SLOPED ROOFS, TYP.R-24 CLOSED CELL SPRAY FOAM AR UNDERSIDE OF ROOF SHEATHING, 4" MIN. RIGID INSULATION ABOVE DECK7'-9 3/4"7'-6 1/2"9 1/4"1 1/4"9'-6 3/4"9 1/4"1 1/4"9'-6 3/4"9 1/2"9 1/2"2 1/2"8'-6"7 1/4"1'-6 3/4"2 1/4"8'-0"7 1/4"1'-6 3/4"2 1/4"8'-0"9 1/2"9 1/2"2 1/4"8'-6 1/4"1'-4"7'-1 1/2"R2R3C6C5C4C4C5LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"BAA511K-8A511D-8A515A-1SimA510A-9SimA515G-61'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-5"5 1/2"1 1/4"8'-6 1/4"9 1/4"1 1/4"9'-6 3/4"9 1/4"1 1/4"9'-6 3/4"5 1/2"1 1/4"8'-6 1/4"C1C5C1C5C6C1C3C3C1C1C1DO NOT SCALE DRAWINGSGENERAL NOTES: 1. REFER TO A005 FOR UNIT COMPARTMENTALIZTION DETAILSENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"BWCB07/06/2020A503BUILDING SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1BUILDING SECTION 61/4" = 1'-0"J-8BUILDING SECTION 81/4" = 1'-0"J-1BUILDING SECTION 91/4" = 1'-0"A-8BUILDING SECTION 17No. REVISIONS/SUBMISSIONS Date
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"KJLSTONE VENEERA510A-5SimA512A-10A515A-6SimA513F-1Sim1'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-5"5 1/2"1 1/4"8'-6 1/4"7 1/4"2'-4 3/4"2 1/4"7'-2"7 1/4"2'-4 3/4"2 1/4"7'-2"9 1/2"9 1/2"2 1/4"8'-6 1/4"1'-4"7'-1 1/2"R3R2C6C3C4C1C1C3C4LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"KIJA510A-9SimA511K-4A511L-11HLC1C1A513A-1A513F-1A561A-1A505J-11SimA505J-1SimA514A-6SimA512J-10A510A-5Sim1'-10"1 1/4"8'-4 3/4"1'-10"1 1/4"8'-5"1'-8"1 1/4"8'-6 1/4"7 1/4"1'-6 3/4"2 1/4"8'-0"7 1/4"1'-6 3/4"2 1/4"8'-0"1'-8"1 1/4"8'-6 1/4"7'-2"2 1/4"2'-4 3/4"7 1/4"7 1/4"2'-4 3/4"2 1/4"7'-2"9 1/2"9 1/2"2 1/2"8'-6"5 1/2"1 1/4"8'-6 1/4"5'-4 1/2"5'-1" R.O.2'-0"5'-1" R.O.2'-0"R2C6R1C1C4C3C3C4C1ROOF RAFTERS, SEE STRUCT.CLOSED CELL SPRAY FOAM INSULATION, R-50ROOF SHEATHINGROOFING UNDERLAYMENTARCHITECTURAL ASPHALT SHINGLESSEAL GWB TO FRAMINGENVELOPE AIR BARRIER (ROOF SHEATHING)5/8" TYPE X GWBWOOD FURRING1LEVEL 3251' -0"2X6 UNIT PERIMETER WALL3/4" PLYWOOD SHEATHINGSEAL GWB TO FRAMINGWALL BASE, SEE SCHEDULEDO NOT SCALE DRAWINGSGENERAL NOTES: 1. REFER TO A005 FOR UNIT COMPARTMENTALIZTION DETAILSENVELOPE AIR BARRIERFOUNDATION226' -0"22" XPS INSULATION BOTH SIDES OF FND WALLCONCRETE DAMPPROOFINGDRAINAGE BOARDSTONE DRAINAGE BEDPERIMETER DRAIN PER CIVIL, CONNECT TO SITE DRAINAGE21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A504BUILDING SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"J-9BUILDING SECTION 111/4" = 1'-0"A-6BUILDING SECTION 101 1/2" = 1'-0"J-1DETAIL AT WALL AT ROOF1 1/2" = 1'-0"A-1DETAIL AT WALL AT FLOOR1 1/2" = 1'-0"J-5TYPICAL FOOTING DETAILNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"A-5A301KIA-1A506JJ-10A301HLF-1A510A-4A310A505J-11A505J-1A-11A505A514A-6A513F-1SimA513E-13SimA501J-11SimA515A-6Sim----SimA510A-5SimMEP ROOF EQUIPMENTA513L-10SimG-1A561EQUIPMENT SCREEN FRAMINGPERFORATED METAL SCREEN, LAP OVER SIDING, SEE ELEV.8'-4 3/4"1 1/4"1'-10"8'-5"1 1/4"1'-10"5 1/2"1 1/4"8'-6 1/4"R2R3C6R1C1C4C1C1C4C1ROOF LEVEL269' -10 1/4"JMEMBRANE STRIPPINGCONT. BLOCKINGMTL ROOF EDGE WITH CONT. CLEATROOF AIR BARRIER/ VAPOR RETARDERTAPERED RIGID INSULATION, 4" MIN. AT LOW POINTROOF MEMBRANE, LAP OVER EDGEROOF SHEATHINGROOF STRUCTURE, SEE STRUCT.CLOSED CELL SPRAY FOAM AT UNDERSIDE OF ROOF DECK, TYP. MIN. R-24 PER LTTR1-1/2" R-6 RIGID INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS -ENVELOPE AB3/8"X8" HORIZ. RAINSCREEN VENTFC VERTICAL BOARD AND BATTEN SIDINGZIP TAPE AT SEAMSEXTEND REVEAL TO 2" MIN. OVER SIDINGFIRE RETARDANT FOAM COATING AT EXPOSED SPRAY FOAM INSULATION, TYP.CONT. CLEAT. NAIL 6" O.C. MAX5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.VAPOR RETARDER MEMBRANE11ATTIC LEVEL261' -4"A-1A506JTPO SECUREMENT STRIPFULLY ADHERED TPO ROOFING MEMBRANE1-1/2" R-6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS -ENVELOPE AIR BARRIERFC VERTICAL BOARD AND BATTEN SIDING3/8"X8" HORIZ. RAINSCREEN VENTROOF STRUCTRE, SEE STRUCT.TAPERED RIGID INSULATION, 4" MIN AT LOW POINTCLOSED CELL SPRAY FOAM, R-24 MIN. ENCAPSULATE BLOCKING AND TRUSSESINT. AIR BARRIER (UNDERSIDE OF PLYWOOD)(2) 2X6 SILL PLATE(2) 2X6 BLOCKING BETWEEN TRUSSES BELOW WALL ABOVE, SEE STRUCT.9-1/2" LVL JOISTS, SEE STRUCT.20" PREFABRICATED ROOF WOOD TRUSSES, SEE STRUCT.EXTEND GWB TO UNDERSIDE OF ROOF DECKCUALKINGPROVIDE 20" DEEP LVL BLOCKING BETWEEN TRUSSES OVER BEARING WALL, SEE STRUCT.6"ZIP TAPE OVER SEAMSENVELOPE AIR BARRIER -ROOF VAPOR RETARDER -TERMINATE TO OSB SHEATHING SURFACE5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.VAPOR RETARDER MEMBRANE115/8" COVERBOARD1ATTIC LEVEL261' -4"ROOF LEVEL269' -10 1/4"5'-6 1/2"11 1/4"TPO SECUREMENT STRIPROOF VAPOR BARRIER, SEAL TO WALLTAPERED POLYISO INSULATION, 4" MIN. AT LOW POINT. PITCH TO ROOF DRAINR-24 MIN. CLOSED CELL SPRAY FOAM INSULATION PER LTTRAIR BARRIERROOF STRUCTURE, SEE STRUCT.MTL SILL PAN -0.032" TH ALUM.HALF SADDLE BUMPER STYLE DOOR THRESHOLD SET IN CONT. BEAD OF SEALANT8/4X2 PVC TRIMFLASHING -0.032" TH ALUM DRIP CAP -STRIP IN TO OSB SURFACE, TAB OVER ST JAMB TO MATCH FACE REVEAL BOT.3/8"X8" HORIZ. RAINSCREEN VENTFC VERTICAL BOARD AND BATTEN SIDING1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMSROOF EDGECONTINUOUS WOOD BLOCKINGTAPERED POLYISO INSULATION, 4" MIN AT LOW POINTROOF AIR BARRIERDOOR, REFER TO DOOR SCHEDULE16" LVL ROOF STRUCTURE, SEE STRUCT.9.5" LVL JOISTS, SEE STRUCT.4" MIN.FIRE RETARDANT FOAM COATING AT EXPOSED SPRAY FOAM INSULATION, TYP.ZIP TAPE AT SEAMSINSULATED HEADER PER STRUCT.3/4" PLYWOODEXTEND REVEAL 2" MIN. OVER SIDING NAIL CLEAT 6" O.C. MAX.MEMBRANE STRIPPINGR.O.ENVELOPE AIR BARRIERCLOSED CELL SPRAY FOAM, R-24 MIN, ENCAPSULATE STRUCTUREVAPOR RETARDER MEMBRANE1/2" PLYWOOD SHEATHINGVAPOR RETARDER MEMBRANE111115/8" COVERBOARD11DO NOT SCALE DRAWINGSGENERAL NOTES: 1. REFER TO A005 FOR UNIT COMPARTMENTALIZTION DETAILSENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A505BUILDING SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1Section 21 1/2" = 1'-0"J-11WALL AT ROOF SECTION - TOP1 1/2" = 1'-0"J-1WALL AT ROOF SECTION - BOTTOM1 1/2" = 1'-0"A-11DOOR TO ROOF SECTION DETAILNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 1230' -0"LEVEL 2240' -6"ATTIC LEVEL261' -4"FOUNDATION226' -0"LEVEL 3251' -0"ROOF LEVEL269' -10 1/4"131211101514A506J-10A506J-5A513F-1SimA510A-9SimA505J-11SimA506J-1A561A-88'-4 3/4"1 1/4"1'-10"8'-4 3/4"1 1/4"1'-10"8'-6 1/4"1 1/4"5 1/2"7'-2"2 1/4"2'-4 3/4"7 1/4"8'-5"1 1/4"1'-10"8'-6"2 1/2"9 1/2"9 1/2"7'-1 1/2"1'-4"ATTIC LEVEL261' -4"5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMS -ENVELOPE AB3/8"X3" HORIZ. RAINSCREEN VENTFC VERTICAL PANEL SIDINGTPO SECUREMENT STRIPFULLY ADHERED TPO ROOFING MEMBRANETAPERED POYISO INSULATION, 4" MIN. AT LOW POINTCLOSED CELL SPRAY FOAM, ENCAPSULATE STRUCTURE, R-24 MINZIP TAPE OVER SEAMSROOF AIR BARRIERENVELOPE AIR BARRIERVAPOR RETARDER MEMBRANE116"5/8" COVERBOARD1ATTIC LEVEL261' -4"155 1/2"2X BLOCKING BETWEEN TRUSSESEXPANDING FOAM SEALANT5/8" ROOF SHEATHINGS/A UNDERLAYMENT MEMBRANEARCHITECTURAL SHINGLESMETAL EDGE DRIP1X3 DRIP TRIMLAP UNDERLAYMENT MEMBRANE 2" MIN. OVER FASCIA TRIM1X10 FASCIA TRIM3/8"X3" HORIZ. RAINSCREEN VENTFC VERTICAL PANEL SIDINGENVELOPE AIR BARRIERCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.ALL REGISTERS, HVAC, ELEC. PENETRATIONS TO BE CAULKED/ TAPED TO GWB8 "1/4" SOFFIT BOARD, VENTEDROOFING UNDERLAYMENT -ENVELOPE ABVAPOR RETARDER MEMBRANE111LEVEL 3251' -0"151/4" SOFFIT BOARD, VENTED1" GYPCRETE UNDERLAYMENTFLOOR FINISH3/4" FLOOR SHEATHING(2) 2X6 BLOCKING BETWEEN TRUSSES BELOW WALL ABOVE22" DEEP WOOD TRUSSES, SEE STRUCT.3-1/2" ACOUSTIC INSULATIONFC VERTICAL PANEL SIDING3/8"X3" HORIZ. RAINSCREEN VENTMETAL ROOF FLASHING W/ 1/2" HEMMED EDGESEALANTARCHITECTURAL ASPHALT SHINGLESS/A UNDERLAYMENT MEMBRANE -EXTEND 6" UP RISING WALL5/8" ROOF SHEATHINGLAP UNDERLAYMENT MEMBRANE OVER FASCIA, 2" MIN.MTL FASCIA DRIPGUTTER BRACKETS, 36" O.C.6"x4" ALUM. GUTTER1X10 FASCIA TRIM2X FASCIA BOARD3/8"X3" HORIZ. RAINSCREEN VENT/ INSECT SCREEN1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMS -ENVELOPE AB5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.CLOSED CELL SPRAY FOAM INSULATIONENVELOPE AIR BARRIERZIP TAPE OVER SEAMS5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.VAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE1111DO NOT SCALE DRAWINGSGENERAL NOTES: 1. REFER TO A005 FOR UNIT COMPARTMENTALIZTION DETAILSENVELOPE AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A506BUILDING SECTIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1BUILDING SECTION 181 1/2" = 1'-0"J-1MECHANICAL ROOF TO WALL TRANSITION1 1/2" = 1'-0"J-5SLOPED ROOF TO WALL TRANSITION AT DRIP EDGE1 1/2" = 1'-0"J-10ROOF OVERHANG DETAILNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 1230' -0"4" XPS INSULATION UNDER SLABVAPOR BARRIERGRADE, SEE CIVIL5/4x8 TRIM3/8" RAINSCREEN VENTSELF-ADHESIVE FLASHING TAPE AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING TAPE, SEAL TO TOP OF MTL TERM. BARRIER. WATER TABLE TRIMFIBER CEMENT PLANK SIDING, 6" REVEALGWB SEALANT, TYP.FLOORING, SEE SCHEDULE5/8" TYPE X GWB SELF-LEVELING FLOOR FILLER AT PERIMETER SLAB EDGEWALL BASE, SEE SCHEDULE3/8"x1-1/2" FURRING AT 16" O.C.CRUSHED STONESILL SEAL5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.SEAL SHEATHING TO FRAMING8"METAL FLASHING WITH DRIP EDGE/ TERMITE SCREEN, TERMINATE TO SILLPROTECTIVE COATING (STUCCO COATING OR EQUAL) APPLIED TO ABOVE GRADE RIGID INSULATION. EXTEND 6" MIN. BELOW GRADECONCRETE DAMPPROOFING2" XPS INSULATIONDRAINAGE BOARDENVELOPE AIR BARRIER2"TO PLYWOOD8" MIN.VAPOR RETARDER MEMBRANE111LEVEL 1230' -0"4" XPS INSULATION2" SLAB-EDGE XPS INSULATION, EXTEND UP WALL TO SILL PLATEVAPOR BARRIER, TURN UP AT WALLGRADE, SEE CIVIL5/4x8 TRIM3/8" RAINSCREEN VENTSELF-ADHESIVE FLASHING TAPE AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING TAPE, SEAL TO TOP OF TERM. BARR. ELECTRICAL OUTLETWATER TABLE TRIMNOTCH TOP OF WATER TABLE AT WINDOW TRIM RABBETWALL BASE, SEE SCHEDULEFLOORING, SEE SCHEDULESEALANT2"5 1/2"2 1/2"8"18"SILL SEALSEAL VAPOR BARRIER TO WALLMETAL FLASHING WITH DRIP EDGE/ TERMITE SCREEN, TERMINATE TO SILLPROTECTIVE COATING (STUCCO OR EQUAL) APPLIED TO ABOVE GRADE RIGID INSULATION. EXTEND 6" MIN. BELOW GRADECONCRETE DAMPPROOFING2" XPS INSULATIONSEALANTDRAINAGE BOARD1X WOOD FURRING1x WD SILL W/ EASED EDGES, RIP TO SIZE.1/2"x1-5/8" WD BAND TRIMSEALANT2'-0"1 1/2"VAPOR RETARDER MEMBRANE -TAPE/ SEAL JOINTS AT PERIMETER FULL HEIGHTDRIP EDGE111LEVEL 2240' -6"6"x4" ALUMINUM GUTTER WITH DOWNSPOUT, DISCHARGE TO GRADE, CONNECT TO SITE DRAINAGE PER CIVILGUTTER BRACKETS AT 36" O.C. LAP TPO MEBRANE OVER FASICA TERMINATE BEHIND HOOKMETAL FASCIA DRIPCONTINUOUS METAL HOOK STRAP -NAIL 6" O.C. MAX2x6 PT WD BLOCKING1x4 PT WD BLOCKING1x10 PVC TRIMPVC COLUMN COVER BEYONDNICHIHA CLIPS2X WOOD FURRINGTPO STRIPPING1/4" / 12"TPO MEMBRANE (GRAY)TAPRERED POLYISO INSULATION3/4" PLYWOOD2x10 FRAMINGSEALANT5/8" NICHIHA FIBER CEMENT PANELS, VINTAGE WOOD CEDAR3/8"x1-1/2" FURRING STRIP111LEVEL 1230' -0"4" XPS INSULATION2" SLAB-EDGE XPS INSULATION, EXTEND UP WALL TO SILL PLATEVAPOR BARRIER, TURN UP & SEAL TO WALLCONCRETE SIDEWALK, SEE CIVILSELF-ADHESIVE FLASHING TAPE AT SHEATHING TO CONCRETE. PRIME CONCRETE SURFACE TO RECIEVE FLASHING TAPE. 1x WD SILL W/ EASED EDGES, RIP TO SIZE.1/2"x1-5/8" WD BAND TRIMWALL BASE, SEE SCHEDULEFLOORING, SEE SCHEDULESEALANT12 1/2"LAP JOINTNICHIHA CLIP5/8" NICHIHA FIBER CEMENT PANELS, VINTAGE WOOD CEDARNICHIHA STARTER STRIPMORTAR CANTMORTAR STONE VENEERGWB SEALANT, TYP.SILL SEALMETAL CLIP5/8" NICHIHA FIBER CEMENT PANELS, VINTAGE WOOD CEDAR12"8"5 1/2"2 1/2"8"0.040" TH ALUM. FLASHING WITH DRIP EDGE2" XPS INSULATIONENVELOPE AIR BARRIER:1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMSCONCRETE DAMPPROOFINGDRAINAGE BOARD4x8x16 CMU, EXTEND DOWN TO SIT ON FOOTING , GROUT SOLID WITH MORTAR1'-6"SEALANT1X WOOD FURRING2" XPS INSULATIONCOMPRESSIBLE FILLER5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.VAPOR RETARDER MEMBRANE11LEVEL 1230' -0"4" XPS INSULATION2" XPS INSULATIONWALK OFF MATVAPOR BARRIERHALF SADDLE THRESHOLD WITH THERMAL BREAKTHERMALLY BROKEN ALUMINUM ENTRY DOOR & FRAMEFLOOR TILE, SEE SCHEDULEDOOR SWEEP8/4x2 PVC TRIM0.040" TH ALUM DRIP FLASHINGBACKER ROD & SEALANT3/4" PLYWOODBACKER ROD & SEALANTGWB SEALANT, TYP.5/4x6 WD HEAD TRIMLOW-EXPANSION FOAMINSULATED HEADER1x WD TRIM, CUT TO SIZESEALANTSEALANT5/8" FC SIDING3/8" RAINSCREEN VENTTHERMALLY BROKEN ALUMINUM ENTRY DOOR & FRAME3/4" SUBFLOOR2x10 FRAMING, SEE STRUCTURAL1" XPS INSULATION AT DOOR. DOOR THRESHOLD TO COVER XPSBED OF SEALANT AT THRESHOLD1/2"8" MIN.2X3 WOOD BLOCKINGCONCRETE DAMPPROOFINGDRAINAGE BOARD8"ALUMINUM JOLLY TRIMVAPOR RETARDER MEMBRANELT.111LEVEL 2240' -6"DOOR PANEL, SEE SCHEDULE3/4" SUBFLOOR2x10 FRAMING, SEE STRUCTURALALIGN FLOOR FINISHES FROM CORRIDOR TO STAIR LANDINGSELF-LEVELING FLOOR FILLER AT GYPCRETE TO PLYWOOD TRANSITION2x8 FRAMING, SEE STRUCTURAL1 1/4"12 GA. HANGER WIRE5/8" FIRECODE C GWB1-1/2" T-GRID AT 16" O.C.DOOR HEADER, SEE STRUCTURALLEVEL 1230' -0"FOUNDATION226' -0"4" XPS INSULATIONCONTINUOUS 4" XPS INSULATION, WRAP OVER FOOTINGCRUSHED STONEWOOD STAIRVAPOR BARRIERWATERPROOFING AND DRAINAGE BOARD2X12 NOTCHED STAIR STRINGER3/4" PLYWOOD TREAD AND RISERFINISH PER SCHEDULEREFER TO S301/8 FOR FOOTING DETAILLEVEL 1230' -0"FOUNDATION226' -0"VAPOR BARRIER, TURN UP & SEAL TO WALL4" XPS INSULATION UNDER SLAB2" SLAB EDGE XPS INSULATION, EXTEND UP WALL MIN. 2" ABOVE SILL PLATECRUSHED STONE2" XPS INSULATIONGRADE, SEE CIVILPROTECTIVE COATING (STUCCO COATING OR EQUAL), APPLIED ABOVE GRADE RIGID INSULATION EXTEND 6" MIN. BELOW GRADES/A FLASHING TAPE AT OSB TO CONCRETE. PRIME CONCRETE SURFACE TO PECEIVE FLASHING TAPEWATER TABLE TRIM5/4x8 PVC TRIMMETAL FLASHING WITH DRIP EDGE/ TERMITE SCREEN, TERMINATE TO SILL1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS -ENVELOPE ABCONCRETE DAMPPROOFINGDRAINAGE BOARD2"1X WOOD FURRING5/8" DENS-ARMOR GWBCAULKING1x WD SILL W/ EASED EDGES, RIP TO SIZE.1/2"x1-5/8" WD BAND TRIMWALL BASE, SEE SCHEDULESEALANT5 1/2"2 1/2"5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.VAPOR RETARDER11121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151 1/2" = 1'-0"BWCB07/06/2020A510BUILDING DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-9DETAIL AT WALL BASE 31 1/2" = 1'-0"A-5DETAIL AT WALL BASE 21 1/2" = 1'-0"N-1 DETAIL AT PORCH ROOF EDGE1 1/2" = 1'-0"F-1 DETAIL AT THIN VENEER STONE BASE1 1/2" = 1'-0"F-5 DETAIL AT STAIR DOOR1 1/2" = 1'-0"A-13DETAIL AT STAIR 2 INT. DOOR1 1/2" = 1'-0"F-9 DETAIL AT STAIR FOUNDATION1 1/2" = 1'-0"F-13 DETAIL AT STAIR FNDNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 2240' -6"CORDLESS ROLLER SHADE, OUTSIDE MOUNTA550A-10Sim3" MIN -3-1/2" MAX. OPENING AT OPERABLE TILT-TURN WINDOWS. ENVELOPE AIR BARRIERVAPOR RETARDER MEMBRANE1LEVEL 2240' -6"A550A-10SimA550A-10SimFLOOR/CEILING TYPE C1FIBER CEMENT VERTICAL PANEL SIDING3/8" HORIZONTAL RAINSCREEN VENTS AT 16" O.C AT ALL BOARD & BATTEN SIDINGR-35 CLOSED CELL SPRAY FOAM AT RIMBOARDS, TYP.1x3 FIBER CEMENT BATTENS AT 12" O.C.1 1/4"3/4"1'-10"11"11"1/2" RESILIENT CHANNEL5/8" FIRECODE C GWB5/8" TYPE X GWBWALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULESEAL GWB TO FRAMING, TYP.5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWBINTERIOR AIR BARRIERVAPOR RETARDER MEMBRANE1VAPOR RETARDER MEMBRANE1LEVEL 2240' -6"LAP JOINTNICHIHA CLIPR-35 CLOSED CELL SPRAY FOAM AT RIMBOARDS, TYP.5/8" NICHIHA FIBER CEMENT PANELS, VINTAGE WOOD CEDARNICHIHA STARTER STRIP2x8 RIMBOARD, SEE STRUCTURALMETAL DRIP FLASHINGA550A-10SimA550A-10Sim1/2" RESILIENT CHANNEL5/8" FIRECODE C GWB5/8" TYPE X GWBFLOOR/CEILING TYPE C1WALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULESEAL GWB TO FRAMING, TYP.5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWBENVELOPE AIR BARRIERVAPOR RETARDER MEMBRANE1LEVEL 3251' -0"6"x4" ALUMINUM GUTTERGUTTER BRACKETS AT 36" O.C.1/2" RESILIENT CHANNEL5/8" FIRECODE C GWB1x10 FASCIA TRIMLAP UNDERLAYMENT MEMBRANE OVER FASICA 2" MIN.SHINGLE STARTER STRIPMETAL FASCIA DRIP5/8" ROOF SHEATHINGUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLES2x6 RAFTER TAILS2x6 FASCIA FRAMING1/4" SOFFIT BOARD, VENTEDROOF RAFTERS, SEE STRUCTURAL3/8" RAINSCREEN VENTCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.3/8"x3" RAINSCREEN VENT2x4 SOFFIT FRAMING2x8 FRAMING, SEE STRUCTURAL3/4" SUB FLOOR22" OPEN-WEB TRUSS1 1/4"3/4"SELF-ADHESIVE FLEXIBLE MEMBRANE FLASHING, SEAL FROM TOP TO ZIPWALL TO PLYWOOD DECKCORDLESS ROLLER SHADE, OUTSIDE MOUNT1'-0 1/4"2x6 PLATE, SEE STRUCTURAL2x10 BLOCKING IN BETWEEN RAFTERSINTERIOR AIR BARRIEREXPANDING FOAM SEALANTINTERIOR AIR BARRIERENVELOPE AIR BARRIERA550A-10SimTAPE AND SEAL OSB TO ROOF SHEATHING8"VAPOR RETARDER MEMBRANE1VERTICAL FURRING STRIPS1ATTIC LEVEL261' -4"1x10 FASCIA TRIMLAP UNDERLAYMENT MEBRANE OVER FASICA TRIM 2" MIN.SHINGLE STARTER STRIPMETAL EDGE DRIP5/8" ROOF SHEATHINGUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLES2x6 RAFTER TAIL2x6 FASCIA FRAMING1/4" SOFFIT BOARD, VENTED1x3 DRIP TRIM2'-3 1/2"2 1/4"FIBER CEMENT VERTICAL PANEL SIDING1x3 FIBER CEMENT BATTENS AT 12" O.C.3/8"x3" HORIZONTAL RAINSCREEN VENTSELF-ADHESIVE FLEXIBLE MEMBRANE FLASHING, SEAL FROM TOP TO ZIPWALL TO TOP OF WALL1/2" RESILIENT CHANNEL5/8" FIRECODE C GWBSEAL GWB TO FRAMING, TYP.5/8" TYPE X GWB2x6 BLOCKING IN BETWEEN TRUSSESCLOSED CELL SPRAY FOAM INSULATION, R-751'-8 3/4"6 1/2"5" / 12"1'-2"EXPANDING FOAM SEALANTR-50 MIN. CLOSED CELL SPRAY FOAM INSULATIONENVELOPE AIR BARRIER:1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.8"VAPOR RETARDER MEMBRANE11LEVEL 2240' -6"FIBER CEMENT PLANK SIDING, 6" REVEAL3/8" VERTICAL RAINSCREEN STRIPS AT 16" O.C AT PLANK SIDING5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.A550A-10Sim1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS -ENVELOPE AB1/2" RESILIENT CHANNEL5/8" FIRECODE C GWB5/8" TYPE X GWBMETAL ANGLE FOR GWBFLOOR/CEILING TYPE C1WALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULESEAL GWB TO FRAMING, TYP.5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWBEXTEND GWB TIGHT TO UNDERSIDE OF PLYWOOD DECKENVELOPE AIR BARRIERVAPOR RETARDER MEMBRANE1LEVEL 3251' -0"5FIBER CEMENT VERTICAL PANEL SIDINGR-35 CLOSED CELL SPRAY FOAM AT RIMBOARDS, TYP.1x3 FIBER CEMENT BATTENS AT 12" O.C.6"x4" ALUMINUM GUTTERGUTTER BRACKETS AT 36" O.C.1x10 FASCIA TRIMLAP UNDERLAYMENT MEBRANE OVER FASICA TRIM 2" MIN.SHINGLE STARTER STRIP0.032" TH. ALUM. METAL FASCIA DRIP -CONCEAL UNDERLAYMENT5/8" ROOF SHEATHINGROOFING UNDERLAYMENTARCHITECTURAL ASPHALT SHINGLES2x8 RAFTER, CUT TO SIZE2x6 FASCIA FRAMING1/4" SOFFIT BOARD, VENTEDMETAL ROOF SKIRT FLASHING W/ 1/2" HEMMED EDGE3/8"x3" HORIZONTAL RAINSCREEN VENT3/8"x3" RAINSCREEN VENT2x4 SOFFIT FRAMING2x8 FRAMING, SEE STRUCTURALWALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULESEAL GWB TO FRAMING, TYP.5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWBTURN UP ADHESIVE ROOF MEMBRANE AT WALL. EXTEND 8" MIN.ADHESIVE STRIPPING OVER METAL FLASHINGSEALANTSEAL GWB TO PLYWOOD DECKEXTEND GWB TIGHT TO UNDERSIDE OF DECKINTERIOR UNIT AIR BARRIER (GWB)ENVELOPE AIR BARRIER2" MIN.VAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE1111LEVEL 3251' -0"FIBER CEMENT PLANK SIDING, 6" REVEAL3/8" VERTICAL RAINSCREEN STRIPS AT 16" O.C AT PLANK SIDING5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPED SEAMS-ENVELOPE AIR BARRIER1/2" RESILIENT CHANNEL5/8" FIRECODE C GWB5/8" TYPE X GWBMETAL ANGLE FOR GWBSEAL GWB TO PLYWOOD DECK, TYP.FLOOR/CEILING TYPE C1WALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULESEAL GWB TO FRAMING, TYP.5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWB5/4x6 PVC TRIM WITH 5/8" RABBET AT BOTTOM EDGEMETAL DRIP EDGE -0.032" TH. ALUM. FLASH TO FURRING TO MAINTAIN VENTING -3" MIN. FLANGEFIBER CEMENT VERTICAL PANEL SIDING3/8" HORIZONTAL RAINSCREEN VENTS AT 16" O.C AT ALL BOARD & BATTEN SIDING1x3 FIBER CEMENT BATTENS AT 12" O.C.A550A-10SimEXTEND GWB TIGHT TO UNDERSIDE OF PLYWOOD DECKINTERIOR AIR BARRIERENVELOPE AIR BARRIERVAPOR RETARDER MEMBRANE11SEALANT0.040" TH ALUM. ROOF FLASHING WITH 1/2" HEMMED EDGE -STRIP INTO OPENINGAIR TIGHT LOUVER, SEE MECH.INSULATED HEADER5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.R-50 MIN. CLOSED CELL SPRAY FOAM INSULATIONEXPANDING FOAM SEALANTMTL PAN FLASHINGENVELOPE AIR BARRIERTAPE AND SEAL OSB TO ROOF SHEATHING8 "VAPOR RETARDER MEMBRANE1/4" SOFFIT BOARD, VENTEDROOF UNDERLAYMENT -EXTERIOR AIR BARRIER111115/4x4 PVC TRIM WITH 5/8" RABBET AT BOTTOM EDGE3/8" HORIZONTAL RAINSCREEN VENTS AT 16" O.C AT ALL BOARD & BATTEN SIDINGMETAL DRIP EDGE -O.O32" TH. ALUM. FLASH TO FURRING TO MAINTAIN VENTING -3" MIN. FLANGEFC PLANK SIDING, 6" REVEAL1-1/2" R-6.6. INSULATED OCB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS -ENVELOPE AB3/8" VERT. RAINSCREEN STRIPS AT 16" O.C.STARTER STRIP5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21VAPOR RETARDER MEMBRANE5/8" TYPE X GWB21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151 1/2" = 1'-0"BWCB07/06/2020A511BUILDING DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-1DETAIL AT WINDOW - TILT-TURN1 1/2" = 1'-0"K-1DETAIL AT RIMBOARD 11 1/2" = 1'-0"K-4DETAIL AT RIMBOARD 21 1/2" = 1'-0"L-11 DETAIL AT ROOF SOFFIT 11 1/2" = 1'-0"F-11 DETAIL AT ROOF SOFFIT 21 1/2" = 1'-0"K-8DETAIL AT RIMBOARD 31 1/2" = 1'-0"A-11DETAIL AT ROOF SOFFIT 31 1/2" = 1'-0"D-8 DETAIL AT RIMBOARD 41 1/2" = 1'-0"D-4 DETAIL AT LOUVER AT LAUNDRYENVELOPE AIR BARRIER1 1/2" = 1'-0"A-4DETAIL AT EXTERIOR HORIZONTAL TRIM1No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
LEVEL 3251' -0"HARCHITECTURAL ASPHALT SHINGLES0.032" TH ALUM ROOF SKIRT FLASHING W/ 1/2" HEMMED EDGE, 4" FLANGE AND 3" REVEALTURN UP ADHESIVE ROOF MEMBRANE 6" AT WALL1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS -ENVELOPE AB5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.SEAL GWB TO PLYWOODSEAL GWB TO FRAMINGBASE AS SCHEDULED 5/8" TYPE X GWB6"x4" ALUM. GUTTER2X6 FASCIA FRAMINGSELF ADHESIVE UNDERLAYMENT MEMBRANELAP UNDERLAYMENT MEMBRANE1/4" SOFFIT BOARD; VENTEDNICHIHA FC PANELSMETAL CLIPS1-1/2" R-6.6 OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMSPVC TRIMFLASHINGINSULATED HEADERWOOD TRUSS, SEE STRUCT.CLOSED CELL SPRAY FOAM INSULATION, R-30 MIN. PER LTTRFILL REMAINDER OF CAVITY WITH MINERAL WOOL INSULATIONZIP TAPE AT SEAMSZIP TAPE AT SEAMSZIP TAPE AT SEAMS2"VAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE11LEVEL 2240' -6"HSEAL GWB TO FRAMINGTPO MEMBRANETAPERED POLYISO INSULATION -1/4":1'-0" TYPROOF AIR/ VAPOR BARRIERTPO STRIPPING2X6 PT WD BLOCKINGLAP MEMBRANE OVER TRIM UNDER HOOKMETAL FASCIA DRIPCONT. MTL HOOK STRAP6"x4" ALUM. GUTTER1X4 WOOD BLOCKING1X10 PVC TRIMSEALANTFURRING STRIPNICHIHA PANELS1-1/2" R-6.6 RIGID INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER AND TAPED SEAMS5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.2X10 BLOCKING BETWEEN JOISTS OVER BEARING WALL, SEE STRUCT.LVL BEAM, SEE STRUCT.5/8" T&G PLYWOOD ROOF SHEATHINGFILL CAVITY WITH CLOSED CELL SPRAY FOAM INSULATIONFIBER CEMENT NICHIHA SIDINGEXPANDING FOAM SEALANTZIP TAPE AT SEAMSZIP TAPE AT SEAMSNICHIHA SIDINGVAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE111LEVEL 3251' -0"LZIP TAPE AT SEAMSTURN UP ADHESIVE ROOF MEMBRANE AT WALL0.032" TH ALUM MTL ROOF FLASHING W/ 1/2" HEMMED EDGE, 4" FLANGE AND 3" REVEALSEALANT1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMS -ENVELOPE AIR BARRIER5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.SEAL GWB TO PLYWOOD2X6 FASCIA FRAMING1X10 FASCIA TRIM6"x4" ALUM. GUTTERMTL FASCIA DRIPUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLES1/4" SOFFIT BOARD, VENTEDCLOSED CELL SPRAY FOAM INSULATION AT RIM JOISTS, TYP2" MIN.VAPOR RETARDER MEMBRANEBLOCKING AS REQUIRED111VAPOR RETARDER MEMBRANE11LEVEL 3251' -0"LZIP TAPE AT ALL SEAMS AND CONNECTIONSUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLESSEALANTMTL ROOF FLASHING WITH 1/2" HEMMED EDGETURN UP ADHESIVE ROOF MEMBRANE AT WALLZIP TAPE OVER MTL FLASHINGCLOSED CELL SPRAY FOAM INSULATION 1-1/2" R-6.6 INSULATED OSB SHEATING W/ INTEGRAL WRB AND TAPED SEAMS1/4" SOFFIT BOARD, VENTED1X10 FASCIA TRIM2X6 FASCIA FRAMINGMTL FASCIA DRIP5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.2"VAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE16"x4" ALUM. GUTTER121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151 1/2" = 1'-0"DesignerAuthor07/06/2020A512BUILDING DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"J-1DETAIL AT OVERHANG1 1/2" = 1'-0"A-1DETAIL AT ENTRY VESTIBULE CANTILEVER1 1/2" = 1'-0"J-10DETAIL AT ROOF SOFFIT 71 1/2" = 1'-0"A-10DETAIL AT ROOF SOFFIT 6No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
ROOF LEVEL269' -10 1/4"ROOF RIDGE CAP, UNVENTED5/8" ROOF SHEATHINGUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLESROOF TRUSSES, SEE STRUCTURALCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.ENVELOPE AIR BARRIERROOF LEVEL269' -10 1/4"ROOF RIDGE CAP, UNVENTED5/8" ROOF SHEATHINGUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLESROOF RAFTERS, SEE STRUCTURALCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.LVL RIDGE RAFTER, SEE STRUCTURALENVELOPE AIR BARRIERHANGER PER STRUCT.13/4" SUBFLOORROOF FRAMING, SEE STRUCTURALSEE PLUMBING FOR DRAIN PIPINGCLOSED CELL FOAM INSULATIONROOF DRAIN & STRAINER, RECEIVER AND CLAMP -SEE PLUMBING. ELEVATE TO WITHIN 1" OF MEMBRANE HEIGHTR-8 MIN. PIPE INSULATION. EXTEND FROM UNDERSIDE OF ROOF INTO INTERIOR TO VERTICAL DROP OR 10' MIN. HORIZONTALPOLYISO INSULATION FOR DRAINAGEMIN. R-24 CLOSED CELL SPRAY FOAM INSULATION. ENCAPSULATED ROOF FRAMING, TYP.FIRE RETARDANT COATING AT EXPOSED CCSFENVELOPE ABCAULKING15/8" COVERBOARD1WATER BLOCK SEALANTPIPE PENETRATION,SEE MEP DRAWINGSSTAINLESS STEEL CLAMPING RINGPRE-MOLDED PIPE BOOT.MEMBRANE ATTACHMENTPER SYSTEM SPECIFICATIONSWELD FLANGES0' - 8" MIN.FIRESTOP SEALANTSEAL ENVELOPE AIR BARRIER (ROOF SHEATHING)AT ALL ROOF PENETRATIONS, TYP.EXT. GRADE PLYWOOD SHEATHING, TYP.FULLY ADHERED TPO MEMBRANEF/R COATING AT EXPOSED FOAM IN ATTIC1PIPE PORTAL CAPWEATHER TIGHT PRESSURE SEALINSULATED GALV. CURBPIPE PORTAL SYSTEMFULLY ADHERED TPO MEMBRANE1/2" COVER BOARDPOLYISO ROOF INSULATION, MIN. 4" AT LOW POINTROOF SHEATHINGBLOCKING AS REQ'DFIRE RATED SEALANTROOF STRUCTURE, SEE STRUCT.MIN. R-30 CLOSED CELL SPRAY FOAM INSULATION (VAPOR BARRIER)INSULATE REF./ WATER LINES FULL LENGHTFIRE RETARDANT COATING AT EXPOSED CCSFENVELOPE AIR BARRIERSEAL ENVELOPE AIR BARRIER AT ALL PENETRATIONS, TYP.1F/R COATING AT EXPOSED FOAM IN ATTIC11 1/2" MIN. CONTINUOUS WELD AROUND EDGE OF WALKPAD OR AS REQ'D BY MANUFACTURERMEMBRANE WALKPADCONTINUOUS ROOF INSULATIONROOF PLYWOOD DECKFULLY ADHERED TPO ROOF MEMBRANE, CONTINUOUS UNDER PADSPACE GAPS 4" MIN. @ FIELD SEAMS AND AS REQ'D FOR DRAINAGE1LEVEL 3251' -0"5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.6"x4" ALUMINUM GUTTERGUTTER BRACKETS AT 36" O.C.1x10 FASCIA TRIMLAP UNDERLAYMENT MEBRANE OVER FASICA TRIM 2" MIN.SHINGLE STARTER STRIPMETAL FASCIA DRIP5/8" ROOF SHEATHINGUNDERLAYMENT MEMBRANEARCHITECTURAL ASPHALT SHINGLES2x8 RAFTER, CUT TO SIZE2x6 FASCIA FRAMING1/4" SOFFIT BOARD, VENTEDMETAL ROOF FLASHING W/ 1/2" HEMMED EDGE, 3" MIN. FLANGE AND 2" MIN. REVEAL. ADJUST REVEALS THROUGHOUT TO SUIT DESIRED LOOK, INCREASE ONLY1/2" PLYWOODWALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULE3/4" SUBFLOOR5/8" TYPE X GWBTURN UP ADHESIVE ROOF MEMBRANE AT WALL.ADHESIVE COUNTER-FLASHING OVER METAL FLASHINGA302A-5Sim2x10 FRAMING, SEE STRUCTURALINTERIOR AIR BARRIERA550A-10Sim1-1/2" R-6.6 INSULATED OSB SHEATHING W/ INTEGRAL WRB AND TAPED SEAMS -ENVELOPE AIR BARRIERA550A-10SimVAPOR RETARDER MEMBRANE11PVC TRIM WITH RABBET11ATTIC LEVEL261' -4"9.5" LVL ROOF FRAMING, SEE STRUCT.1" GYPCRETE3/4" SUB FLOORAIR BARRIERPWRGT PER STRUCT.ROOF LEVEL269' -10 1/4"I16" LVL ROOF FRAMING, SEE STRUCT.SELD ADHESIVE UNDERLAYMENT MEMBRANE, FROM TOP OF BLOCKING FACE ARCHITECTURAL ASPHALT SHINGLES5/8" ROOF SHEATHINGCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.0.032" TH ALUM. METAL ROOF FLASHING WITH 3" MIN. FLANGE, 2" MIN. REVEAL HEMMED EDGESEALANTROOF EDGE DETAILCONT. PT WOOD BLOCKINGTAPERED ROLYISO INSULATION, 4" MIN. AT LOW POINTCLOSED CELL SPRAY FOAM INSULATION, R-24 MIN. PER LTTRTRIM ROOF JOIST TO MATCH SLOPE OF ROOF5/8" PLYWOOD SHEATHINGFIRE RETARDANT FOAM COATING AT EXPOSED SPRAY FOAM INSULATION, TYP.11 7/8" LVL RIMBOARD (TRIMMED TO MATCH SLOPE OF ROOF)TPO MEMBRANE -LAP 4" MIN. OVER SELF ADHESIVE MEMB. LAP OVER SKIRT FLASHING FLANGESELF ADHESIVE MEMBRANE/ZIP TAPE OVER SEAMSENVELOPE AB111ENV. AIR BARRIERARCH. ASPHALT SHINGLESUNDERLAYMENT MEMBRANE5/8" ROOF SHEATHINGROOF STRUCTURECLOSED CELL SPRAY FOAM, R-50 MIN.SELF ADHESIVE UNDERLAYMENT, 8" EACH SIDE OF SLOPE BREAK0.032" TH ALUM SKIRT FLASHING1ROOF MEMBRANE FASTENERS AT 8" O.C.FULLY ADHERED TPO MEMBRANE CONTINUOUS METAL HOOK STRAPSHEET METAL COVERSECUREMENT STRIPROOF MEMBRANE, EXTEND UP OVER CURB2x8 CURB WALL, STUDS AT 16" O.C.1/2" PLYWOOD, BOTH SIDES.FILL CAVITY WITH BATT INSULATION1 3/4"1 3/4"CENTERLINE OF FAN ISOLATOR HOLD DOWN FASTENERS SPRING ISOLATORROOFTOP EQUIPMENT, SEE MECHANICALSEALANT AT SPRING ISOLATOR FASTENERSROOF STRUCTURE, SEE STRUCT,CLOSED CELL SPRAY FOAM INSULATION, R-24 MIN. PER LTTRTAPERED POLYISO INSULATION, 4" MIN, AT LOW POINT1'-5 1/2" MIN.8" MIN.ENVELOPE AIR BARRIER.SUBMIT FRAMING LAYOUT TO SUIT SUBMITTED EQUIPMENTSPACING MAY VARY BASED ON SUBMITTED EQUIPMENT.15/8" COVERBOARD11'-6"DOUBLE LVL AT BLOCKING LOCATIONR-24 MIN. CLOSED CELL SPRAY FOAM INSULATION. ENCASE BLOCKING AND LVL4X10 BLOCKING2" LOW CONDUCTIVITY BLOCKTAPERED RIGID INSULATION, 4" MIN AT LOW POINTFULLY ADHERED TPO ROOFING MEMBRANEALUMINUM POSTBASE PLATE FOR WOOD/ MTL APPLICATIONS PER MFRANCHORAGE PER MANUFACTURERROOF TIE BACK DETAILSOLAR MOUNTING RACK DETAILFIELD WRAP ONLYLABEL MUST REMAIN FULLY EXPOSED FOR RECERTIFICATION AND REQ'D USER INSPECTIONSROOF SHEATHING, 3/4" MIN.SS CLAMPING RINGWATER BLOCK SEALANTVARIES16" BASE PLATE ATTACHES DIRECTLY TO 3/4" DECK1CURBERV UNIT, SEE MECH.ROOF18" MIN.TO POINT OF AIR INTAKE48" MIN.21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A513ROOF DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-10DETAIL AT ROOF RIDGE 11 1/2" = 1'-0"A-13DETAIL AT ROOF RIDGE 21 1/2" = 1'-0"H-5 ROOF DRAIN DETAIL3" = 1'-0"L-1 ROOF PIPE PENETRATION DETAIL1 1/2" = 1'-0"L-5 ROOF PIPE PORTAL DETAIL3" = 1'-0"E-10TPO WALKWAY PAD1 1/2" = 1'-0"A-5DETAIL AT ROOF SOFFIT 51 1/2" = 1'-0"A-1DETAIL AT ATTIC FLOOR1 1/2" = 1'-0"F-1 DETAIL AT ROOF - SLOPED TO FLAT TRANSITION1 1/2" = 1'-0"E-13DETAIL AT SHED DORMER1 1/2" = 1'-0"L-10 ROOF EQUIP. CURB DETAIL1 1/2" = 1'-0"G-10 SOLAR MOUNTING RACK AND ROOF TIE BACK DETAILENVELOPE AIR BARRIER1/4" = 1'-0"1ERV AIR INTAKE DIAGRAMNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
ATTIC LEVEL261' -4"7FLOOR PER STRUCTURAL5/8" PLYWOOD SHEATHINGCMU ELEVATOR SHAFTROOF VAPOR BARRIER1" GYPCRETEFINISH FLOORINGATTIC SIDEELEVATOR SIDEROOF LEVEL269' -10 1/4"7ROOF AIR BARRIERFULLY ADHERED TPO ROOF SYSTEM, WRAP OVER EDGETAPERED INSULATION. 4" MIN. AT LOW POINT. TAPER 1/4" /FTBOND BEAM2X SILL PLATE, ANCHOR BOLT TO BOND BEAM(2) LAYERS 5/8" TYPE X GWB2X10 ELEVATOR ROOF STRUCTURE14 LVL ROOF STRUCTUREROOF FRAMING AS REQ'DATTIC SIDEELEVATOR SIDEINSULATION FASTENERS, TYP.FIRE CAULK AS REQ'DCLOSED CELL SPRAY FOAM, R-24 MIN.ROOF LEVEL269' -10 1/4"IELEVATOR CMU WALL2X10 ELEVATOR ROOF STRUCTURETAPERED INSULATION 4" MIN. AT LOW POINT. TAPER 1/4":1'-0"CLOSED CELL SPRAY FOAM R-75P.T. 2X SILL PLATE. ANCHOR BOLT TO BOND BEAMCONT. WOOD BLOCKINGMETAL ROOF EDGE COPING WITH CONT. CLEATMTL ROOF FLASHING WITH 1/2" HEMMED EDGE SEALANT(2) LAYERS 5/8" TYPE X GWBBOND BEAMELEVATOR SIDEFIRE CAULK AS REQ'DMEMBRANE STRIPPINGFULLY ADHERED TPO MEMBRANE, LAP OVER SKIRT FLASHING FLANGESELF ADHESIVE MEMBRANE/ ZIP TAPE AT BREAK JOINTCLOSED CELL SPRAY FOAM, R-24 MIN.CLOSED CELL SPRAY FOAM, R-50 MIN.1F/R FOAM COATING IF OPEN TO ATTIC1ROOF LEVEL269' -10 1/4"1'-6"3'-0"3'-0"WATER BLOCK AND SEALANTTERMINATION BAR AND FASTENER36" INSULATED CURB PER MANUFACTURER, SEE MECH.NAILING FLANGESEAL ROOF AIR BARRIER TO ALL PENETRATIONSTAPERED POLYISO RIGID INSULATION, 4" MIN. AT LOW POINTTPO ROOF MEMBRANE, LAP OVER ELEVATOR VENTTPO SECUREMENT STRIPCLOSED CELL SPRAY FOAM THROUGHOUT ROOF, TYP. R-24 MIN. PER LONG TERM THERMAL RESISTANCEAIR TIGHT LOUVER WITH SCREEN, SEE MECH.MOTORIZED SMOKE DAMPER. CLASS 1 LEAKAGEATTIC LEVEL261' -4"2"8"MEMBRANE COUNTERFLASHINGFULLY ADHERED TPO MEMBRANE0.050" TH ALUM MTL ROOF FASCIA WITH CONT. CLEAT. USE 0.050" IF ONE PIECE, 0.032" IF TWO PIECESEXTEND REVEAL TO 2" MIN. OVER SIDING3/8"x3" HORIZ. RAINSCREEN VENTFC VERTICAL PANEL SIDING1-1/2" R-6.6 INSULATED OSB SHEATHING W/ INTEGRAL WEATHER BARRIER AND TAPED SEAMS -ENVELOPE ABZIP TAPE OVER SEAMSTAPERED RIGID INSULATION, 4" MIN. AT LOW POINTSHEATHING (ENV. AIR BARRIER)CLOSED CELL SPRAY FOAM, R-24 MIN.1x10 PVC HORIZONTAL TRIM WITH RABBET0.032" TH ALUM MTL FLASHING10" MIN.4'-0" MIN.EQUIPMENT SCREEN FRAMING SYSTEMHORIZONTAL RAILPREFINISHED STAINLESS STEEL CORRUGATED PERFORATED METAL SCREEN(DOT PATTERN)GALVANIZED BRACKET STANDOFF SYSTEM3"3"5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.INSTALL CURB ON ROOF SHEATHINGPREFINIHSED CORRUGATED PERFORATED SS PANEL BEYOND1VAPOR RETARDER MEMBRANE1112"5/4x6 PT WOOD111X3 DRIP TRIM1X10 FASCIA TRIM0.032" TH ALUM METAL EDGE DRIPLAP UNDERLAYMENT MEMBRANE OVER FASCIA TRIM, 2" MIN.SHINGLE STARTER STRIPARCHITECTURAL SHINGLESROOF UNDERLAYMENT MEMBRANREEXPANDING FOAM SEALANTCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.2X4 WD FURRINGSEAL GWB TO FRAMING5/8" TYPE X GWBSEALANT1/4" SOFFIT BOARD, VENTED1/2" PLYWOODFIBER CEMENT VERTICAL PANEL SIDING5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMS -ENVELOPE ABVAPOR RETARDER MEMBRANE121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151 1/2" = 1'-0"DesignerAuthor07/06/2020A514ROOF DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-1ELEVATOR WALL TO FLOOR FRAMING TRANSITION1 1/2" = 1'-0"H-1 ELEVATOR ROOF DETAIL 21 1/2" = 1'-0"H-6 ELEVATOR ROOF DETAIL 11 1/2" = 1'-0"H-11 ELEVATOR ROOF DETAIL AT LOUVER1 1/2" = 1'-0"A-6ROOF EDGE DETAIL AT MECHANICAL ROOF1 1/2" = 1'-0"A-11ROOF EDGE SECTION AT STAIR SLOPED ROOFNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
ROOF LEVEL269' -10 1/4"H11 1/2"1X10 FASCIA BOARD1X3 TRIMMETAL EDGEARCHITECTURAL SHINGLES1/4" SOFFIT BOARD, VENTED3/8"x3" HORIZ. RAINSCREEN VENTFIBER CEMENT VERTICAL PANEL SIDING1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMS 2X6 BLOCKING BETWEEN RAFTERSSLOPED RAFTERS, SEE STRUCT.ROOF UNDERLAYMENT DETAILCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.EXPANDING FOAM SEALANTVAPOR RETARDER MEMBRANEATTIC LEVEL261' -4"L1'-0"1x10 FASCIA TRIM2X FASCIA BOARD1X3 DRIP TRIMLAP UNDERLAYMENT MEMBRANE OVER FASCIA TRIM, 2" MIN.MTL EDGE DRIPSHINGLE STARTER STRIP2X6 RAFTER TAIL2X6 BLOCKING BETWEEN ROOF TRUSSESUNDERLAYMENT MEMBRANEEXPANDING FOAM SEALANT AND ZIP TAPE OVER SEAMSARCHITECTURAL SHINGLESCLOSED CELL SPRAY FOAM, R-50 MIN.1/2" RESILIENT CHANNEL5/8" TYPE X GWBSEAL GWB TO FRAMING1/4" SOFFIT BOARD, VENTED3/8"X3" HORIZ. RAINSCREEN VENTFC VERTICAL PANEL SIDINGPVC TRIMMTL DRIP FLASHINGPHIUS CERTIFIED WINDOWA550A-10SimENVELOPE AIR BARRIERVAPOR RETARDER MEMBRANEATTIC LEVEL261' -4"154"1x3 DRIP TRIM1X10 FASCIA TRIM2X FASCIA BOARDLAP UNDERLAYMENT MEMBRANE OVER FASCIA TRIM 2" MIN.MTL EDGE DRIPSHINGLE STARTED STRIP2X6 RAFTER TAILUNDERLAYMENT MEMBRANEEXPANDING FOAM SEALANT/ ZIP TAPE OVER SEAMSARCHITECTURAL SHINGLESCLOSED CELL SPRAY FOAM INSULATION, R-50 MIN.1/2" RESILIENT CHANNELSEAL GWB TO FRAMINGTAPE/ SEAL JOINTS1/4" SOFFIT BOARD, VENTED3/8"x3" HORIZ. RAINSCREEN VENTFC VERTICAL SIDINGMTL DRIP FLASHINGMEMBRANE COUNTERFLASHINGPVC TRIM PVC RETURN TRIMPHIUS CERTIFIED WINDOWA550A-10SimVAPOR RETARDER MEMBRANEROOF LEVEL269' -10 1/4"BFULLY ADHERED TPO ROOF MEMBRANEMEMBRANE COUNTERFLASHINGTAPERED RIGID INSULATION, 4" MIN. AT LOW POINTMTL ROOF EDGE WITH CONT. CLEATCONT. BLOCKINGROOF SHEATHINGEXTEND REVEAL TO 2" MIN. OVER SIDING3/8"X3" HORIZ. RAINSCREEN VENTFC VERTICAL PANEL SIDINGROOF FRAMING PER STRUCT.CLOSED CELL SPRAY FOAM INSUL. R-24 MIN.CLOSED CELL SPRAY FOAM INSUL. R-35 1-1/2" INSULATED OSB SHEATHING WITH INTEGRAL WRB AND TAPED SEAMSSLOPED ROOF FRAMING PER STRUCT.UNDERLAYMENT MEMBRANEARCHITECTURAL SHINGLESCLOSED CELL SPRAY FOAM, R-50 MIN.SELF ADHESIVE MEMBRANE/ ZIP TAPE OVER SEAMSFIRE RETARDAND FOAM COATING AT EXPOSED CLOSED CELL SPRAY FOAM, TYP.ZIP TAPE OVER SEAMSVAPOR RETARDER MEMBRANE21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151 1/2" = 1'-0"DesignerAuthor07/06/2020A515ROOF DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-1SECTION AT ROOF RAKE AT GABLE DORMER1 1/2" = 1'-0"A-6TYP. ROOF EAVE DETAIL AT SHED DORMER1 1/2" = 1'-0"G-1 ROOF EAVE DETAIL AT SLOPED ROOF1 1/2" = 1'-0"G-6 DETAIL AT FLAT ROOF TO GABLE ROOF TRANSITIONNo. REVISIONS/SUBMISSIONS Date
2x6 WD STUDS5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.1-1/2" R-6.6 INSULATED OSB SHEATHING WITH INTEGRAL WEATHER BARRIER & TAPPED SEAMSAIR SPACEFIBER CEMENT PLANK SIDING3/8"x1-1/2" FURRING AT 16" O.C.1"x1" PVC VERTICAL TRIMSEALANTALUMINUM J-TRIMNICHIHA FIBER CEMENT PANEL, VINTAGE WOODSEALANTNICHIHA HORIZONTAL CLIPWINDOW JACK & KING STUDSENVELOPE AIR BARRIERVAPOR RETARDER5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.3/8"x1-1/2" FURRING 5/8" TYPE X GWB5/8" TYPE X GWB2x4 WD STUDS 3 1/2" ACOUSTIC INSULATION1x3 FIBER CEMENT BATTEN2x6 WD STUDS 5/4x5/4 PVC VERTICAL TRIM1x3 FIBER CEMENT BATTEN, MITERED CORNER BOARD5/16" FIBER CEMENT PANELFIBER CEMENT PLANK SIDINGINSULATED SHEATHING SHALL BE CUT SQUARE W/ FULL CORNERS IN ALL LOCATIONS THROUGHOUTENVELOPE AIR BARRIERSHEATHING TAPE OVER SEAMS AND CORNERSVAPOR RETARDER 1195-1/4"x5-1/4" PSL COLUMNPVC COLUMN COVER OVER STRUCTURAL COLUMNCAST STONE SILL EDGE OF STONE VENEER BELOW2'-0"2'-0"EQEQ9L5-1/2" HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.5/8" TYPE X GWB5/4X4 PVC CORNER TRIMINSULATED SHEATHING SHALL BE CUT SQUARE WITH FULL CORNERS IN ALL LOCATIONS THROUGHOUT VAPOR RETARDER MEMBRANE1PSL PER STRUCTURAL1"X1" PVC VERTICAL TRIM1A520K-1ROOF SCREEN FRAMING SYSTEM.STRUDISTRUCT FRAMING SYSTEM FROM ARCHITECTURAL LOUVERS OR EQUALHORIZONTAL RAILPREFINISHED CORRUGATED PERFORATED STAINLESS STEEL METAL PANEL. COLOR TO MATCH FC BATTENS BELOW9 1/2"2 1/2"9 1/2"2 1/2"ATTIC LEVEL261' -4" 2"4'-1"VERIFY HEIGHT IN FIELD5'-0"MEP ROOF EQUIPMENT BEYONDPREFINISHED CORRUGATED PERFORATED STAINLESS STEEL METAL PANEL, MATCH CORRUGATION PATTERN AND COLOR TO BATTEN AND BOARD SPACING BELOWALIGN2 1/2"TYP.9 1/2"2 1/2"2" GAP FROM BOTTOM OF PANEL TO TOP OF ROOF EDGEMETAL ROOF EDGEFC BOARD AND BATTENEQUIPMENT SCREEN FRAMING SYSTEM BEYONDNOTE:PERFORATED METAL PANEL IS 250”DIA. x .375”STAGGERED 30% OPEN AREA FROM HENDRICK ARCHITECTURAL OR EQUAL. COLOR TBD. REVIEW PATTERN WITH ARCHECT BEFORE FINAL PURCHASE.21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A520PLAN DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3" = 1'-0"A-10DETAIL AT FC PLANK TO FC PANEL1 1/2" = 1'-0"A-1DETAIL AT BAY 11 1/2" = 1'-0"A-4DETAIL AT PORCH COLUMN1 1/2" = 1'-0"D-10 PLAN DETAIL AT ENTRY 11 1/2" = 1'-0"D-1 ROOF EQUIPEMENT SCREEN PLAN DETAIL1 1/2" = 1'-0"K-1ROOF EQUIPMENT SCREEN ELEVATION1No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
APPLY SEALANT BEAD AT JAMBS AND HEAD PERIMETER OF WINDOW OPENING PRIOR TO INSTALLATION3.75" WIDE ADHESIVE BACKED FLASHING (ABF) APPLIED OVER EACH WINDOW JAMB FLANGE & OVERLAP THE SILL FLASHING.3.75" WIDE ABF APPLIED OVER WINDOW HEAD FLANGE & OVERLAP THE JAMB FLASHING.6" ADHESIVE BACKED SILL FLASHING 2x6 SILL PAN BLOCKING, CUT TO SIZE. TURN UP 6" ABF PAN FLASHING AT BLOCKINGINSULATED WALL SHEATHING2x6 WD STUD WALLINSTALLED WINDOW7/8" WIDE SELF-ADHESIVE VELCRO TAPE (LOOP SIDE) TO SILL PAN BEHIND FLANGEDO NOT TAPE EXTERIOR SILL FLANGESHIM WINDOW SILL. DO NOT SIT FRAME DIRECTLY ON SILL PAN.FIBER CEMENT (FC) PLANK SIDING, 4" REVEALHEADSILLSEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL.5/4x6 PVC WINDOW TRIM, CUT TO SIZE WITH TAPERED TOP EDGE AND RABBETED BOTTOM FOR VENTINGSEALANTFIBER CEMENT (FC) PLANK SIDING, 4" REVEAL1-1/2" INSULATED SEATHING WITH INTEGRAL WEATHER BARRIER& TAPED SEAMS -EXTERIOR AB5/8" TYPE X GWBFILL CAVITY WITH 5-1/2" HIGH DENSITY FIBERGLASS BATT, R-21 MIN.SEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL.SEALANTWINDOW SCREEN0.032" TH ALUM. 4" FLANGE AND 1/2" REVEAL DRIP FLASHING -SINGLE LENGTH ONLY -TAB OVER AT JAMBS TO MATCH FACEWIDE GWB CORNER BEAD1/2" SOLID SURFACE STOOL CAP WITH 1" EASED DROP EDGE AND 1-1/2" DOG EARS AT JAMBS.OPEN JOINT5/8" FIRECODE C GWBR-35 CLOSED CELL SPRAY FOAM INSULATION AT RIMBOARD PERIMETER, TYPICAL.2x6 TOP PLATESFIBER CEMENT STARTER STRIP AS REQUIRED3/8" RAINSCREEN VENT5/4x6 PREFORMED PVC HEAD TRIM, CUT TO SIZE AT WINDOWFLASHING ZIPTAPE OVER METAL DRIP2X BLOCKING, CUT TO SIZE AS REQ.SEAL STOOL CAP TO WINDOW FRAME2x6 SILL PLATEINSULATED HEADER, SEE STRUCTURAL DRAWINGS FOR HEADER DETAILS 3/8" FURRING STRIPS3/8" CORRAVENT3/8" FURRING STRIPS1/2" RESILIENT CHANNEL AT 24" O.C. SEAL GWB TO FRAMING AT TOP OF EXTERIOR WALLS, TYPICAL.TAPERED RIGID INSULATIONWINDOW CLIPS, INSTALL PER MANUFACTURER'S STANDARDS.1/2"BACKER ROD AND SEALANTCLOSED CELL LOW EXPANSION SPRAY FOAM BETWEEN INT. AND EXT. AIR SEALNOTE:MOST WINDOW MFR WILL NOT ALLOW FULLY FILLING FRAME SAPCES WITH FOAM, BEADS ARE ALLOWED. USE MINERAL FIBER OR SIM. IF FULL INSULATION IS REQUIRED.BACKER ROD AND SEALANTEXTEND ZIP SHEATHING 1/2" BELOW FRAMINGSEALANT BETWEEN WINDOW CLIP AND FRAMING AT JAMBS AND HEAD, TYP.POLYISO INSULATION BLOCK UNDER WINDOW FRAME R-6.0/IN. 25 PSIPROVIDE 2X BLOCKING THROUGH ISO W/ SHIMS OVER PAN FOR WINDOW SUPPORT AT CORNERS AND MULLIONS MIN.CLOSED CELL LOW EXPANSION SPRAY FOAM BETWEEN INTERIOR AND EXT. AIR SEALEXTEND FLASHING UP BEHIND HEAD DRIPDOUBLE BACKER ROD AND SEALANT AT INTERIOR AND EXTERIOR SIDE OF WINDOW UNDERSILLSEALANTALUM. SILL WITH DRIP EDGE, FASTEN TO UNDERSILL PROFILE3/4" VELCRO LOOP TAPE 2 @ 6" FROM CORNERS AND 1 @ ALL WINDOWS. 2" W CLIPS @16" O.C. MAX -APPLY TO MISS VELCRO WEEPSR.O. FLASHING TAPE TRANSITION -FULL DEPTH, WRAP AROUND CORNERS AND LAP WITH INTERIOR AND EXTERIOR AIR BARRIERSFILL CAVITY BETWEEN STUDS WITH HIGH DENSITY FIBERGLASS BATT, R-21 MIN.1/8"X 1-1/2" ALUM. ANGLE PER WATER TEST PRESSURE*, EMBEDDED IN SEALANTPAN AND CLIP. SEAL CLIPS TO PAN AT SCREWSPAN HEAD BOLT20 MIL NOMINAL SELF-ADHERED FLEXIBLE MEMBRANE, LAP OVER WEATHER BARRIER. TURN UP PAN FULL HEIGHT OF ALUM SUPPORT ANGLE AND PIG EAR CORNERS, TURN UP JAMBS 4" MIN.BACKER ROD AND SEALANTDOUBLE BACKER ROD AND SEALANT AT INTERIOR AND EXTERIOR SIDE OF WINDOW FRAME1/2"SEALANT WITH WEEPS -2" MIN. @ 6" FROM ENDS, ADDITIONAL AT VERTICAL MULLIONSVAPOR RETARDER MEMBRANEVAPOR RETARDER MEMBRANE11EXTEND VELCRO LOOP TAPE WEEPS OVER MEMBRANE BEYOND BLOCKING FOR TRIM111*NOTE: WINDOW TEST PRESSURE IS 12.1 PSF FOR SUPERA WINDOWS -NEED 2.3" HIGH PAN, USE NEUTRAL-CURE SILICONE AND ENSURE IT BONDS TO PAN MEMBRANE15/8" TYPE X GWB1-1/2" INSULATED ZIPWALL SHEATHINGFIBER CEMENT (FC) PLANK SIDING, 4" REVEALDOUBLE BACKER ROD AND SEALANT AT INTERIOR AND EXTERIOR SIDE OF WINDOW FRAME2x6 JACK STUDSJAMBSEAL GWB TO FRAMING AT PERIMETER OF ALL WINDOW OPENINGS, TYPICAL.WIDE GWB CORNER BEADINTEGRAL WEATHER BARRIER5/8" GWB RETURNSEALANT6/4x4 PVC PREFORMED WINDOW CORNER TRIM. CUT TO SIZE AT WINDOW3/8"x1-1/2" VERTICAL FURRING AT 16" O.C.SIDING FASTENERS, SEE SPECSWINDOW HINGEWINDOW CLIPS, INSTALL PER MANUFACTURER'S REQ'SSEALANTBUTYL OR ACRYLIC EXTERIOR MEMBRANE FLASHING 1/2"CLOSED CELL LOW EXPANSION SPRAY FOAM BETWEEN EXT. AND INT. AIR SEALEXTEND ZIP SHEATHING 1/2" BEYOND FRAMINGR.O. FLASHING TAPE -FULL DEPTH, WRAP AROUND CORNERS AND LAP WITH INTERIOR AND EXTERIOR AIR BARRIERSCAULKING*NOTE: REFER TO STRUCTURAL DRAWINGS FOR JAMB AND HEADER DETAILS1/2" XPS INSULATION AT R-5.0/INCH ALONG JAMB PERIMETER BEHIND GWB RETURNFILL CAVITY BETWEEN STUDS WITH HIGH DENSITY FIBERGLASS BATT INSULATION, R-21 MIN.VAPOR RETARDER MEMBRANE21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A550WINDOW DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/4" = 1'-0"F-1 WINDOW INSTALLATION AXON6" = 1'-0"A-10WINDOW SECTION6" = 1'-0"A-1WINDOW JAMBNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
FINISH FLOORSUBFLOOR2x6 BLOCKING FOR THE FUTURE INSTALLATION OF ADJUSTABLE STANDARDS 3'-8 1/4"5'-10 1/4"THIS DETAIL IS FOR ALL GROUP 1 BEDROOM CLOSETSAND OTHER UNIT CLOSETS3/4" DIA. CLOSET ROD WITH END CAPS, WHITE. 1/4" GAP FROM END WALL.12" WIRE SHELFWD BASE TRIMCLOSET DOOR2x6 BLOCKING 4'-10 1/4"SUPPORT BRACKETTHIS DETAIL IS FOR ALL LINEN CLOSETS IN UNIT HALLWAYSLINEN SHELVES2'-0"ADJUTABLE WIDTH OF SHELF+ROD1'-11 1/4"1'-0"1'-0"1'-0"1'-0"FINISH FLOORSUBFLOOR60" ADJUSTABLE STANDARDS 3/4" DIA. CLOSET ROD WITH END CAPS, WHITE. 1/4" GAP FROM END WALL.12" WIRE SHELFWD BASE TRIMPAINTED GWB2x6 BLOCKING BEYOND SUPPORT BRACKETADJUSTABLE WIRE SHELFVARIES1'-3"5'-11 1/4"FINISH FLOORSUBFLOOR2x6 BLOCKING 3'-8 1/4"5'-10 1/4"THIS DETAIL IS FOR ALL GROUP 2 AND CBH BEDROOM CLOSETS.3/4" DIA. CLOSET ROD WITH END CAPS, WHITE. 1/4" GAP FROM END WALL.12" WIRE SHELFWD BASE TRIMCLOSET DOOR48" HIGH ADJUSTABLE STANDARDS2x6 BLOCKING 2'-3 1/4"4'-10 1/4"34" AFF1/8" CHAMFER1/4" RABBET7 1/4"7 3/4"1x8 HARDWOOD, STAINED & SEALED1x4 HARDWOOD, STAINED & SEALEDSCREW TO BLOCKING. PRE-DRILL FOR ALL SCREW FASTENERS,TYP.3 1/2"2x6 BLOCKINGDEMISING WALL TYPE D1UNIT AB36"x80" SOLID CORE WOOD DOOR, TYPICAL25 1/2"CENTERLINE OF DOOR OPENING3 1/2"DOUBLE RABBETED WOOD JAMB1 1/4" TYP.1x4 WOOD CASING5/8" GWB2x4 FRAMINGTYPICAL WALL CENTERLINE TO DOOR OPENING CENTERLINE DIMENSIONS FOR 36" FOOR5 1/4"EDGE OF 5/4x5 HEAD TRIM ABOVE4 3/4"1/2"5/8" GWBNON-STRUCTURAL 2x4 WD HEADER5/4x5 WD HEADER TRIMDOOR PANEL, SEE SCHEDULE2x4 WD STUD PARTITIONDOUBLE-RABBET WD JAMB1x4 WD JAMB TRIM BEYOND5/8" GWBNON STRUCTURAL 2X HEADERKNOCK-DOWN HOLLOW METAL FRAMEDOOR PANEL, SEE SCHEDULEMETAL STUDS5/8" TYPE X GWBNON-STRUCTURAL WD HEADERKNOCK-DOWN HOLLOW METAL FRAME2x6 STUDS1/2"x3" GWB SEALANT1/2" RESILIENT CHANNELSEAL GWB TO FRAMING, TYP.SEALANT1/2" PLYWOODDOOR PANEL, SEE SCHEDULE3045'-0"FIRE-RATED DROP CEILING AT CORRIDORKNOCK-DOWN HOLLOW METAL FRAME, PAINTEDMETAL DOOR PANEL, PAINTEDPEEPHOLESWALL BASE, SEE SCHEDULEUNIT SIGNAGE, SEE SPECS3'-0"6'-8"7"10"6"3'-6"5'-0"1/4" UNIT DOOR THRESHOLDPIPE PENETRATIONELASTOMERIC FIRECODE SEALANTMETALLIC SLEEVE1-HR OR 2-HR RATED WALLPIPE PENETRATIONS AT 1 & 2-HR DEMISING WALL2 LAYERS 1/2" FIRECODE C GWB2 1/2" C-H MTL STUD 25 GA. @ 24" O.C.1.5" MINERAL WOOL INSULATION1" SHAFT LINER GWB1/2" MAX.PENETRATIONS AT 1 & 2-HR SHAFT WALLFIRECODE COMPOUNDPIPE OR DUCT PENETRATION2-HR RATED SHAFT WALLMETALLIC SLEEVEGALV. STEEL PIPE COLLARFIRECODE COMPOUNDELASTOMERIC FIRECODE SEALANT3/4" PLYWOOD DECKPIPE PENETRATIONWOOD FLOOR FRAMING, VARIESPENETRATIONS AT TYPICAL WOOD FLOOR5/8" FIRECODE C GWBDUCT PENETRATION, SEE MECHANICAL FOR SMOKE/FIRE DAMPERSELASTOMERIC FIRECODE SEALANT1-HR OR 2-HR RATED WALLDUCT PENETRATIONS AT 1-HR DEMISING WALLSTEEL RETAINING ANGLE CUT TO FIT CONTOUR OF DUCT. 2" MIN. LAP OVER DUCT & 1" MIN. LAP OVER GWB3/4" NO. 8 SHEET METAL SCREWS AT 6" O.C.CABLE PENETRATIONELASTOMERIC FIRECODE SEALANT1-HR OR 2-HR RATED WALLCABLE PENETRATIONS AT 1 & 2-HR DEMISING WALLMETALLIC SLEEVEELASTOMERIC FIRECODE SEALANT OR FIRESTOP PILLOWSMETALLIC SLEEVESEAL JACKET OF INSULATED PIPES TO WALL SURFACES, TYP.SEAL JACKET OF INSULATED PIPES TO WALL SURFACES, TYP.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 TYPESUNIT SIDECORIDOOR SIDEFILL GAP BEHIND CABINET WITH MINERAL WOOL INSULATION48" MAX.INTERIOR AIR BARRIER1x4 PAINTED WD WALL BASE, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULEACOUSTIC UNDERLAYMENTPLYWOOD SUBFLOOR5/8" GWBTILE BASE, SEE SCHEDULEPORCELAIN TILE FLOORCRACK SUPRESSION MEMBRANE, TURNED UP AT TILE WALL BASE5/8" MOLD & MOISTURE RESISTANT PAPERLESS GWB AT ALL BATHROOMSMORTAR BED PAINTERS CHUALK1" GYPCRETE UNDERLAYMENT3/4" STRUCTURAL SUBFLOOR1/4" ACOUSTIC MATDOOR PANEL, SEE SCHEDULEBRUSH SWEEP, SEE SCHEDULEFINISH FLOORING, SEE SCHEDULE HOLLOW METAL FRAME BEYOND1/4"x4" ALUMINUM SADDLE THRESHOLD, SEE SCHEDULELEVEL REFERENCE1" GYPCRETE1/2" PLYWOOD5/8" TYPE X GWB3 1/2" ACOUSTIC INSULATION2x4 WD STUDS5/8" GWBUNIT SIDE2x4 WD STUDS 5/8" GWB1/2" PLYWOODSEAL GWB TO FRAMING AT ALL JOINTS AT UNIT PERIMETER DEMISING WALLS, TYPICAL.UNIT ENTRY SHELF2x6 WD STUDS 1/2" RESILIENT CHANNEL AT 24" O.C. 5/8" TYPE X ABUSE RESISTANT GWB3-1/2" ACOUSTIC INSULATIONUNIT ENTRY SHELFSEAL DOOR STRIKE WITH LOW EXPANSION FOAM. DO NOT OVERSPRAY.DOOR HEAD ABOVEDOOR HINGE36"AB21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A560INTERIOR DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/4" = 1'-0"A-1CLOSET TYPE 1 - SECTION3/4" = 1'-0"A-4CLOSET TYPE 2 - ELEVATION3/4" = 1'-0"A-7CLOSET TYPE 3 - SECTION3" = 1'-0"A-10DETAIL AT UNIT ENTRY SHELF3" = 1'-0"M-7INTERIOR DOOR JAMB DETAIL3" = 1'-0"E-13DOOR HEAD WD FRAME3" = 1'-0"4 DOOR HEAD MTL FRAME3" = 1'-0"E-7DOOR HEAD AT UNIT ENTRY3/4" = 1'-0"M-12UNIT DOOR ELEVATION1 1/2" = 1'-0"E-1FIRE EXT. CABINET SECTION3" = 1'-0"E-4UNIT WALL BASE DETAIL3" = 1'-0"E-10DOOR SILL AT UNIT ENTRY1 1/2" = 1'-0"H-10 DETAIL AT UNIT ENTRY AT CBH UNITSNo. REVISIONS/SUBMISSIONS Date
LEVEL 3251' -0"UNITCORRIDORUNITINTERIOR AIR BARRIERLEVEL 2240' -6"132x8 RECESSED FRAMING AT MEP UNITS, SEE STRUCT.UNITUNITINTERIOR AIR BARRIERDEMISING WALL, SEE PLANUNIT INTERIOR WALLLVL BEAM22" WOOD TRUSS, SEE STRUCT.1" GYPCRETE UNDERLAYMENTMEP UNIT, SEE MECH2X8 FRAMING PER STRUCT.5/8" TYPE X GWBEXTEND 5/8" TYPE X GWB TO FRAMINGFIRE CAULKINGFIRE CAULKINGLEVEL 1230' -0"9TO BOTTOM SHELF1'-3"AIR BARRIERDEPTH MIN.17" R.O.3 1/2" ACOUSTIC INSULATION1-1/2" T-GRID AT 16" O.C.12 GA. HANGER WIRE, FASTEN TO FRAMING OR PLYWOOD DECK ABOVE AS REQUIRED.(3) LVL BEAM PER STRUCTURAL2X8 HALLWAY FRAMING PER STRUCT5/8" GWB3'-6"9 1/4"2X2 GUARDRAIL POSTATTACH POSTS TO STRUCTURE, TYP.1"2"2'-9"2"4"5/4X WOOD CAPWOOD TOP AND BOTTOM RAILSVERTICAL BALLUSTERS, SPACE NO MORE THAN 4" BETWEEN FACES OF BALLUSTERS4"6X6 PSL STRUCUTAL POSTFRAMING AS REQUIRED1/2" PLYWOODPLASTIC LAMINATEPTD WOOD BASE AS SCHEDULEDSOLID SURFACE2'-0"1 3/4"FINISIH FLOORPVC TRIM21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151 1/2" = 1'-0"DesignerAuthor07/06/2020A561NTERIOR DETAILSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1 1/2" = 1'-0"A-1DETAIL AT CORRIDOR 11 1/2" = 1'-0"A-8DETAIL AT RECESSED FRAMING OVER BATHROOMS1 1/2" = 1'-0"G-1 MAILBOXES SECTION1 1/2" = 1'-0"G-5 GUARDRAIL DETAIL1 1/2" = 1'-0"G-9 LOBBY COLUMN DETAILNo. REVISIONS/SUBMISSIONS Date
DWREF.REF.DWREF.DWREF.DWW3315 W2130BLB45CW243019CW2430W1830 W3018 W2130BSQC36SSDB15-312215BSQC36SSSB33B1816GWB SOFFITCROWN MOLDINGK-T1A601A-10A-7A-4K-T2A601E-4E-10E-7DB18-3SB36B1871GWB SOFFITCROWN MOLDINGW3330 W3018B33 B33W3330 W3615UC2124x841012215K-T3A601J-4J-7J-10B12SB36 BSQC36SS16GWB SOFFITCROWN MOLDINGK-T4A601N-4N-7N-10B30SB36 DB24-361GWB SOFFITCROWN MOLDINGW1830 W3018 W1830 W3315B18 B18151292W3315W2430CW2430B1291W2430 W3018 W2730CW2430DB15-3BSQC36SS12215BSQC36SSW1230KITCHEN GENERAL NOTES• DIMENSIONS ON THIS PAGE SHALL BE COORDINATED WITH THE DIMENSION PLANS IN THE A100 DRAWINGS.• THE GROUND LEVEL UNIT KITCHENS 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 AND CBH (COMMUNITY BASED HOUSING) REQUIREMENTS.• PROVIDE 2x6 WOOD BLOCKING AS REQUIRED FOR CABINET INSTALLATION.• CABINET TRIMS, MOLDINGS SPACER PLATES, OPEN SHELVES AND APRONS SHALL MATCH THE CABINET WOOD SPECIES, COLOR AND FINISH. • CUSTOM APRONS AND SHELVES SHALL BE SOLID HARDWOOD.• ALL EXPOSED ENDS OF CABINETS SHALL BE FULLY FINISHED.• SEE SPECIFICATIONS FOR CABINET TYPE, FINISH, AND HARDWARE.• ALL COUNTERTOPS SHALL BE PLASTIC LAMINATE. SEE SPECIFICATIONS.• BEHIND ALL KITCHEN CABINETS AND APPLIANCES INSTALL 24" WIDE, 24 GAUGE ALUMINUM SHEET FOR RODENT PROTECTION. • THE DUCT INSIDE THE WALL CABINET ABOVE THE RANGE HOOD SHALL BE ENCLOSED IN WOOD TO MATCH THE INTERIOR OF THE CABINET. THIS ENCLOSURE SHALL CONCEAL ALL CUT EDGES OF THE DUCT PENETRATION. THE UPPER CABINET SHALL BE FIELD MODIFIED WITH CARE AND PRECISION.• FINISH FLOORING SHALL EXTEND BELOW ALL CABINETS.21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBW-07/06/2020A601KITCHEN PLANS & ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"A-4K-T1 ELEV 13/8" = 1'-0"A-7 K-T1 ELEV 23/8" = 1'-0"A-10 K-T1 ELEV 33/8" = 1'-0"A-1KITCHEN TYPE 13/8" = 1'-0"E-1KITCHEN TYPE 23/8" = 1'-0"E-4 K-T2 ELEV 13/8" = 1'-0"E-7 K-T2 ELEV 23/8" = 1'-0"E-10 K-T2 ELEV 33/8" = 1'-0"J-1KITCHEN TYPE 33/8" = 1'-0"J-4 K-T3 ELEV 13/8" = 1'-0"N-1 KITCHEN TYPE 43/8" = 1'-0"N-4K-T4 ELEV 13/8" = 1'-0"N-7K-T4 ELEV 23/8" = 1'-0"N-10K-T4 ELEV 33/8" = 1'-0"J-10 K-T3 ELEV 33/8" = 1'-0"J-7 K-T3 ELEV 2NumberComment Details Basis of DesignKITCHEN NOTES1 PROVIDE P-LAM COUNTER WITH SIDE ANDBACKSPASHES2 STAINLESS STEEL WALL SPLASH BEHINDRANGE3 GROUP 2 KITCHEN SINK WITH REAR OFFSETDRAIN, PROVIDE KNEESPACE AS SHOWNON A010. INSULATE ALL EXPOSED PIPES.REFER TO PLUMBING DRAWINGS.4 30" WIDE GROUP 2 COOKTOP. PROVIDEKNEESPACE AS SHOWN ON A001. INSULATEALL HOT AND/OR SHARP SURFACES ONUNDERSIDE OF UNIT.ELECTRIC GE #JP5030SJSS5 RANGE HOOD RECIRC.STOVETOP FIRESTOP6 18" WIDE DISHWASHER GE #PDT145SSLSS7 24" WIDE DISHWASHER8 36" SIDE BY SIDE REFRIGERATOR9 18.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE18ISHCC10 21.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE21GSHSS11 WALL MOUNTED OVEN ELECTRIC GE #JT1000SFSS12 30" STOVE ELECTRIC13 24" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #GLDT696JSS14 18" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #PDT145SSLSSNo. REVISIONS/SUBMISSIONS Date
REF.DWREF.DWDWREF.REF.DWA602J-4J-7J-10A602N-4N-7N-103/4"1'-6"3'-0"1'-9"2'-6"1'-9"2'-6"6 3/4"RANGE HOOD CONTROLS2'-6"2'-3"PULL-OUT DRAWERHCB21HCB21UC2118x82.5W3615 W2136 W3018 W21362115481CROWN MOLDINGGWB SOFFIT6 3/4"3'-0"2'-0"3'-0"1'-6"HCB36HCDB18-31313HCB211314GWB SOFFITCROWN MOLDINGW1836 W3018 W2136 W3615HCB21HCB1884521RANGE HOOD CONTROLS11PULL-OUT DRAWER2'-3"B30SB36DB18-3B1517GWB SOFFITROWN MOLDINGW1830 W3018 W1830 W3615UC2124x84B18B182112510SB361DB18-3 BSQC36SSGWB SOFFITCROWN MOLDINGB12BSQC36SSW3330 W2430CW2430157BSQC36SSW2430B15BSQC36SSCW24301012512A602A-4A-7A-10K-T5A602E-4E-7E-10PANTRY CABINETUC2124x8421CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 153/8" = 1'-0"DesignerAuthor07/06/2020A602KITCHEN PLANS & ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"J-1KITCHEN TYPE 73/8" = 1'-0"N-1 KITCHEN TYPE 83/8" = 1'-0"J-4 K-T7 ELEV 13/8" = 1'-0"J-7 K-T7 ELEV 23/8" = 1'-0"J-10 K-T7 ELEV 33/8" = 1'-0"N-4K-T8 ELEV 13/8" = 1'-0"N-7K-T8 ELEV 23/8" = 1'-0"N-10K-T8 ELEV 33/8" = 1'-0"A-4 K-T5 ELEV 13/8" = 1'-0"A-7 K-T5 ELEV 23/8" = 1'-0"A-10 K-T5 ELEV 33/8" = 1'-0"E-4 K-T6 ELEV 13/8" = 1'-0"E-7 K-T6 ELEV 23/8" = 1'-0"E-10 K-T6 ELEV 33/8" = 1'-0"A-1KITCHEN TYPE 53/8" = 1'-0"E-1KITCHEN TYPE 6NumberComment Details Basis of DesignKITCHEN NOTES1 PROVIDE P-LAM COUNTER WITH SIDE ANDBACKSPASHES2 STAINLESS STEEL WALL SPLASH BEHINDRANGE3 GROUP 2 KITCHEN SINK WITH REAR OFFSETDRAIN, PROVIDE KNEESPACE AS SHOWNON A010. INSULATE ALL EXPOSED PIPES.REFER TO PLUMBING DRAWINGS.4 30" WIDE GROUP 2 COOKTOP. PROVIDEKNEESPACE AS SHOWN ON A001. INSULATEALL HOT AND/OR SHARP SURFACES ONUNDERSIDE OF UNIT.ELECTRIC GE #JP5030SJSS5 RANGE HOOD RECIRC.STOVETOP FIRESTOP6 18" WIDE DISHWASHER GE #PDT145SSLSS7 24" WIDE DISHWASHER8 36" SIDE BY SIDE REFRIGERATOR9 18.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE18ISHCC10 21.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE21GSHSS11 WALL MOUNTED OVEN ELECTRIC GE #JT1000SFSS12 30" STOVE ELECTRIC13 24" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #GLDT696JSS14 18" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #PDT145SSLSSNo. REVISIONS/SUBMISSIONS Date
REF.DWREF.DWREF.DWREF.K-T9A603A-4A-7A-104'-6"2'-1"2'-1"K-T10A603E-4E-7E-10K-T14A603N-4N-73/4"2'-6"2'-6"2'-6"3'-0"1'-9"1 1/2"B30B30UC2124x84W3615 W3030 W3018W30301521210B18SB36DB24-371B21 B21W2130W2130 W3018W3615UC2124x841512102GWB SOFFITCROWN MOLDINGB36DB18-3SB3671HCB15HCB36HCBER36W2736CW2436W3636 W362413W3312W3036CW2436HCDB18-3HCBER3618K-T11A603J-7J-4PAINTED POPLAR TRIM AROUND COLUMN1B15SB36 DB21-3B2471STRUCTURAL POSTBASE AS SCHEDULEDPAINTED POPLAR TRIM1J-1A6052B21 B33 B24UC2118x84W2430W3330W3018W2130W361515121021CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 153/8" = 1'-0"DesignerAuthor07/06/2020A603KITCHEN PLANS AND ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"A-1KITCHEN TYPE 93/8" = 1'-0"E-1KITCHEN TYPE 103/8" = 1'-0"N-1 KITCHEN TYPE 143/8" = 1'-0"A-4 K-T9 ELEV 13/8" = 1'-0"A-7 K-T9 ELEV 23/8" = 1'-0"A-10 K-T9 ELEV 33/8" = 1'-0"E-4K-T10 ELEV 13/8" = 1'-0"E-7K-T10 ELEV 23/8" = 1'-0"E-10K-T10 ELEV 33/8" = 1'-0"N-4 K-T14 ELEV 13/8" = 1'-0"N-7 K-T14 ELEV 2NumberComment Details Basis of DesignKITCHEN NOTES1 PROVIDE P-LAM COUNTER WITH SIDE ANDBACKSPASHES2 STAINLESS STEEL WALL SPLASH BEHINDRANGE3 GROUP 2 KITCHEN SINK WITH REAR OFFSETDRAIN, PROVIDE KNEESPACE AS SHOWNON A010. INSULATE ALL EXPOSED PIPES.REFER TO PLUMBING DRAWINGS.4 30" WIDE GROUP 2 COOKTOP. PROVIDEKNEESPACE AS SHOWN ON A001. INSULATEALL HOT AND/OR SHARP SURFACES ONUNDERSIDE OF UNIT.ELECTRIC GE #JP5030SJSS5 RANGE HOOD RECIRC.STOVETOP FIRESTOP6 18" WIDE DISHWASHER GE #PDT145SSLSS7 24" WIDE DISHWASHER8 36" SIDE BY SIDE REFRIGERATOR9 18.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE18ISHCC10 21.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE21GSHSS11 WALL MOUNTED OVEN ELECTRIC GE #JT1000SFSS12 30" STOVE ELECTRIC13 24" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #GLDT696JSS14 18" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #PDT145SSLSS3/8" = 1'-0"J-1KITCHEN TYPE 113/8" = 1'-0"J-7K-T11 ELEV 23/8" = 1'-0"J-4K-T11 ELEV 1No. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
REF.DWDWREF.K-T12A604A-5A-9-K-T13A604D-4D-9CW2430SB36DB24-3B18 B18BSQC36SS712152W3618 W2430 W1830 W3018 W1830 W1230GWB SOFFITCROWN MOLDINGUC2118x84B18BSQC36SSCW2430W3030 W3615110GWB SOFFITSMALL COVE CROWNSTAINLESS STEEL BACKSPLASHRANGE HOOD2'-0"1'-6"3'-0"3'-0"2'-6"1'-6"2'-9 1/4"DB18-3B36SB36 DB24-3W4230W3618W3630W3018W1830W33151251296GWB SOFFITCROWN MOLDING4" BACKSPLASHPLASTIC LAMINATE COUNTERTOPTYPICAL BASE DOOR FACENOSING STYLE TBDDRAWER FACE1/2" PLYWOOD SUBSTRATESEALANTHEAVY DUTY, FULL EXTENSION BALL BEARING DRAWER SLIDES PULL-OUT SHELVES IN BASE CABINET TYPICAL ADJUSTABLE SHELFNOTE:THIS DETAIL APPLIES TO THE CBH UNIT KITCHEN CABINETS ONLY. SEE ELEVATIONS FOR LOCATIONS.WD WALL BASE AT KICKPLATE, CUT TO FITHEAVY DUTY, FULL EXTENSION BALL BEARING DRAWER SLIDES UNIT ABRODENT PROTECTION SHIELDINTEGRAL BACKSPLASHPLASTIC LAMINATE COUNTERTOPTYPICAL BASE DRAWER FACEWD WALL BASE AT KICKPLATE, CUT TO FITNOSING STYLE TBDDRAWER FACE1/2" PLYWOOD SUBSTRATESEALANT3/4" HARDWOOD BREADBOARD3/4"x3" HARDWOOD FRAME OF BREADBOARD HEAVY DUTY, FULL EXTENSION BALL BEARING DRAWER SLIDES BREADBOARD EXTENSION, 18" MINIMUM.FINISH FLOOR TO INTERIOR SHELF AT ACCESSIBLE UNITS4'-0"UNIT ABRODENT PROTECTION SHIELDWD WALL BASE AT KICKPLATE, CUT TO FITSINK BASE CABINETPLAM COUNTERTOP WITH PLYWOOD SUBSTRATEKITCHEN SINK, SEE PLUMBINGKITCHEN SINK FAUCET CL, SEE PLUMBINGSEALANT3" BACKSPLASHPLASTIC LAMINATE BARTOP COUNTER2x6 TOP PLATES, REFER TO UNIT PLANS FOR WALL TYPESWALL BASE, SEE SCHEDULEALUMINUM SHEET METAL BEHIND GWB. 24" VERTICAL EXTEND FINISH FLOORING BELOW ALL CABINETS, TYP.ROUGH FRAMING HEIGHT FOR HALF-WALL5/8" GWB3'-7 3/4"1'-6"3/4" CABINET GRADE PLYWOOD. PAINT EXPOSED FACE1/2"x2-1/2"x15" HIDDEN STEEL BRACKET, POWDERCOAT BLACK, DO NOT PAINT1/2"3'-5 3/4"2'-1"PAINTED GWBUNIT AB1WD WALL BASE AT KICKPLATE, CUT TO FITSINK BASE APRON, 1x6 HARDWOODPLAM COUNTERTOP WITH PLYWOOD SUBSTRATEKITCHEN SINK, INSTALL PER MANUFACTURER'S STANDARDS. SEE PLUMBINGKITCHEN SINK FAUCET CL, SEE PLUMBINGSEALANT3" BACKSPLASH2x4 TOP PLATESWALL BASE, SEE SCHEDULEALUMINUM SHEET METAL BEHIND GWB. 24" VERTICAL ROUGH FRAMING HEIGHT FOR HALF-WALL5/8" GWB2'-10"2'-3"6"2 3/4"1-5/8" WD BAND MOLDING5/4x8 WD WALL CAP WITH EASED EDGES, PAINTED.7"5 1/2"1 1/2"2'-0"2x4 PT WD PLATE3'-5"3'-6"UNIT ABRANGE HOOD, RECIRCULATING. SEEE MECHANICAL FOR EXHUAST GRILLE LOCATION IN ADJACENT CEILING5/8" GWB SOFFIT1'-10"WALL CABINET OVER RANGE HOOD1-5/8" METAL STUD & GWB SOFFIT FRAMING AROUND RANGE EXHAUST DUCT5/8" FIRECODE C GWBSMALL COVE CROWN MOLDING2"INTERIOR AIR BARRIER21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A604KITCHEN PLANS & ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"A-1KITCHEN TYPE 123/8" = 1'-0"D-1 KITCHEN TYPE 133/8" = 1'-0"A-5K-T12 ELEV 13/8" = 1'-0"A-9K-T12 ELEV 23/8" = 1'-0"D-4 K-T13 ELEV 13/8" = 1'-0"D-9 K-T13 ELEV 21 1/2" = 1'-0"G-1DETAIL AT CBH CABINET1 1/2" = 1'-0"G-12DETAIL AT BREADBOARD1 1/2" = 1'-0"G-4 DETAIL AT SINK BASE CABINET 11 1/2" = 1'-0"G-8 DETAIL AT SINK BASE CABINET ADA11 1/2" = 1'-0"L-1DETAIL AT RANGE HOODNumberComment Details Basis of DesignKITCHEN NOTES1 PROVIDE P-LAM COUNTER WITH SIDE ANDBACKSPASHES2 STAINLESS STEEL WALL SPLASH BEHINDRANGE3 GROUP 2 KITCHEN SINK WITH REAR OFFSETDRAIN, PROVIDE KNEESPACE AS SHOWNON A010. INSULATE ALL EXPOSED PIPES.REFER TO PLUMBING DRAWINGS.4 30" WIDE GROUP 2 COOKTOP. PROVIDEKNEESPACE AS SHOWN ON A001. INSULATEALL HOT AND/OR SHARP SURFACES ONUNDERSIDE OF UNIT.ELECTRIC GE #JP5030SJSS5 RANGE HOOD RECIRC.STOVETOP FIRESTOP6 18" WIDE DISHWASHER GE #PDT145SSLSS7 24" WIDE DISHWASHER8 36" SIDE BY SIDE REFRIGERATOR9 18.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE18ISHCC10 21.2 CU FT REFRIGERATOR. PROVIDEMANUFACTURER'S RECOMMENDED AIRCLEARANCES AT ALL SIDES.GE #GTE21GSHSS11 WALL MOUNTED OVEN ELECTRIC GE #JT1000SFSS12 30" STOVE ELECTRIC13 24" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #GLDT696JSS14 18" WIDE DISHWASHER, INSTALLED PERMANUFACTURER'S RECOMMENDATIONSUNDER 34" HIGH COUNTERTOPGE #PDT145SSLSSNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
REF.DWDWREF.K-T15A605A-6A605E-6E-9E-12PAINTED POPLAR TRIM1UC2124x84B30SB36 DB21-3B18W3030 W2430 W3618 W2130 W3018 W1830W361515212107SB36B2171STRUCUTRAL POSTBASE AS SCHEDULEDPAINTED POPLAR TRIM AROUND COLUMN1J-1A605BLB39 BLB39W3018W1530W2430 W1530CW243015212101W3315W1230CW2430B12WD WALL BASE AT KICKPLATE, CUT TO FITSINK BASE CABINETPLAM COUNTERTOP WITH PLYWOOD SUBSTRATEKITCHEN SINK, SEE PLUMBINGKITCHEN SINK FAUCET CL, SEE PLUMBINGSEALANT3" BACKSPLASHPLASTIC LAMINATE BARTOP COUNTER5-1/4"X5-1/2" PSL POST PER STUCTWALL BASE, SEE SCHEDULEALUMINUM SHEET METAL BEHIND GWB. 24" VERTICAL EXTEND FINISH FLOORING BELOW ALL CABINETS, TYP.5/8" GWB11"3/4" CABINET GRADE PLYWOOD. PAINT EXPOSED FACE1/2"x2-1/2"x15" HIDDEN STEEL BRACKET, POWDERCOAT BLACK, DO NOT PAINT2'-1"PAINTED GWBUNIT AB5/4"X5/4" PAINTED POPLAR TRIM AROUND POST OPENING21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedDesignerAuthor07/06/2020A605KITCHEN PLANS AND ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"A-1KITCHEN TYPE 153/8" = 1'-0"E-1KITCHEN TYPE 163/8" = 1'-0"A-6K-T15 ELEV 13/8" = 1'-0"E-6K-T16 ELEV 13/8" = 1'-0"E-9K-T16 ELEV 23/8" = 1'-0"E-12K-T16 ELEV 311 1/2" = 1'-0"J-1DETAIL AT COUNTER AT STRUCT. COLUMNNo. REVISIONS/SUBMISSIONS Date1 ADDENDUM #1 05/01/2020
A610A-4A-6A-9A-11NOTE:B-T1A AND B-T1B ARE SIMILAR TO THIS LAYOUT. REFER TO FLOOR PLANS A100S AND UNIT PLANS A110S FOR EXACT CONDITIONSB-T2A610D-4D-6D-9D-11A610G-11G-4G-9G-6B-T4A610K-9K-11K-4K-6BATHROOM 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 AND CBH (COMMUNITY BASED HOUSING) REQUIREMENTS.• 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. • "M.R." STANDS FOR "MOLD AND MOISTURE RESISTANT PAPERLESS" GYPSUM WALL BOARD.• AFTER SHOWER-TUBS ARE INSTALLED IN TUB SURROUND AND TUB IS INSTALLED, PROVIDE 1/4" DENSGLASS SHEETS TO FURR OUT GWB WALLS TO BE FLUSH WITH TUB FLANGE. INSTALL SOLID SURFACE OVER THE 1/4" DENSGLASS. PROVIDE CUSTOM SOLID SURFACE RABBETED TRIM KIT TO COVER OPEN JOINT CREATED BY FURRED MATERIAL.• 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.• 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.• 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.• ELECTRICAL OUTLETS AND SWITCHES ARE SHOWN IN ELEVATIONS FOR COORDINATION ONLY. REFER TO ELECTRICAL DWGS FOR FULL SCOPE.1VB361012161435'-2"1412713417B-T5A610N-9N-11N-4N-6VB36161512101341315161713412171341716151012VB365'-2"1516143411373411713413151617VB3016151210121345'-2"1475'-2"1431214734117151613341173121417VB3634112101516171516135'-2"143417B-T6A610N-13D-13G-13K-13VB3010121612341175'-2"1314317341151675'-2"21CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A610BATHROOM PLANS & ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"A-1BATH TYPE 13/8" = 1'-0"D-1 BATH TYPE 23/8" = 1'-0"G-1 BATH TYPE 33/8" = 1'-0"K-1BATH TYPE 43/8" = 1'-0"A-4 B-T1 ELEV 13/8" = 1'-0"A-6 B-T1 ELEV 23/8" = 1'-0"A-9 B-T1 ELEV 33/8" = 1'-0"N-1 BATH TYPE 53/8" = 1'-0"K-11 B-T4 ELEV 13/8" = 1'-0"A-11 B-T1 ELEV 43/8" = 1'-0"D-11B-T2 ELEV 13/8" = 1'-0"D-4B-T2 ELEV 23/8" = 1'-0"D-6B-T2 ELEV 33/8" = 1'-0"D-9B-T2 ELEV 43/8" = 1'-0"G-4B-T3 ELEV 13/8" = 1'-0"G-6B-T3 ELEV 23/8" = 1'-0"G-9B-T3 ELEV 33/8" = 1'-0"G-11B-T3 ELEV 43/8" = 1'-0"K-4 B-T4 ELEV 23/8" = 1'-0"K-6 B-T4 ELEV 33/8" = 1'-0"K-9 B-T4 ELEV 43/8" = 1'-0"N-4B-T5 ELEV 13/8" = 1'-0"N-6B-T5 ELEV 23/8" = 1'-0"N-9B-T5 ELEV 33/8" = 1'-0"N-11B-T5 ELEV 43/8" = 1'-0"A-13BATH TYPE 63/8" = 1'-0"D-13B-T6 ELEV 13/8" = 1'-0"G-13B-T6 ELEV 23/8" = 1'-0"K-13 B-T6 ELEV 33/8" = 1'-0"N-13B-T6 ELEV 4BATH NOTES1 SHOWER CURTAIN ROD WITH FLANGES, 78" A.F.F. SEE SPECIFICATIONS.2 ACCESSIBLE SHOWER SYSTEM WITH HAND SPRAY OIN 36" TALL SLIDE BAR3 TYPICAL BATHTUB, SEE PLUMBING DRAWINGS.4 SOLID SURFACE 3-PIECE TUB SURROUND AND TRIM KIT. EXTEND SURROUND3-1/2" FROM TUB. SEE SPECIFICATIONS.5 GRAB BAR, 24" LONG.6 GRAB BAR, 48" LONG.7 GRAB BAR, 12" LONG, VERTICAL8 GRAB BAR, 42" LONG.9 GRAB BAR, 36" LONG.10 RECESSED MEDICINE CABINET WITH MIRROR. SEE SPECIFICATIONS.11 SURFACE MOUNTED MIRROR12 VANITY LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS13 TOWEL BAR - 24" LONG, SEE SPECIFICATIONS.14 ROBE HOOK, SEE SPECIFICATIONS. PROVIDE SECOND ROBE HOOK ATGROUP 2 UNITS.15 TOILET PAPER DISPENSER16 2X6 BLOCKING FOR FUTURE INSTALLATION OF GRAB BARS17 CORNER SOAP SHELF18 HINGED, PADDED SHOWER SEAT19 FULLY ACCESSIBLE ROLL-IN SHOWER UNIT WITH INTEGRAL FIBERGLASSSURROUND, GRAB BARS AND FOLDING PADDED SEAT, SEE PLUMBING20 MARBLE THRESHOLDREFER TO SPECIFICATIONS AND APPENDICES FOR BATHROOM ACCESSORIES MODELS. PACKAGE #3 FROM TCB STANDARDS IS BASE BID. PACKAGE #2 IS ALTERNATE.No. REVISIONS/SUBMISSIONS Date
B-T7A611A-11A-4A-6A-9R 2' - 9"20111295'-2"12111451194'-0"3'-2"61219815132518119A611D-11D-4D-6D-9B-T862 5/8"41 3/4"R 2 ' - 9 "7'-6"11'-1"W3W2W4W5W6D1203'-6"1'-6"19261814"1991518131581512112'-10"3'-3"19121454'-0"5'-2"3'-2"B-T9A611G-11G-4G-9G-690"78 1/2"R 2' - 9"1/2" PLYWOODCONTINUOUS 5/8" TYPE X GWB AT OPENING FOR CABINET.MEDICINE CABINET2x2 NAILERGC TO COORDINATE R.O.EQEQMINERAL WOOL INSULATIONSEAL GWB TO FRAMING, TYP.1/2" RESILIENT CHANNEL5/8" TYPE X GWBNOTE: SECTION DETAIL SIMILAR TO PLAN DETAIL. GC TO COORDINATE ROUGH OPENING SIZE TO ALLOW FOR CONTINUOUS GWB5/8" M.R. GWBMARINE GRADE SEALANT5/8" M.R. TYPE X GWBMARINE GRADE SEALANTTILE FLOOR LAPPED OVER FLANGEINTEGRAL TRENCH DRAINLEVEL "EASYBASE"SLOPED SHOWER FLOOR WITH SLIP RESISTANT SURFACEGELCOAT SHOWER WITH INTEGRAL PLYWOOD BACKINGATTACH SHOWER FLANGE AT EVERY STUDFIRESTOP SEALANTCONTINUOUS GWB AT RATED DEMISING WALLSAIR BARRIERFINISH FLOORING1" GYPSUM UNDERLAYMENTACOUSTIC UNDERLAYMENTPLYWOOD SUBFLOORDOOR JAMB BEYONDTILE FLOORCRACK SUPRESSION MEMBRANEBATHROOM DOORMORTAR BED 4 3/4"6 1/4"DOOR CASING BEYONDTHRESHOLD SHALL BE NO MORE THAN 1/2" HIGHER THAN THE ADJACENT FINISH FLOORTHRESHOLD SET ON MORTAR BED5"x1/2" SINGLE BEVEL STONE THRESHOLD1/2" (MAX.)MARINE GRADE SEALANT1/2" PLYWOOD SHOWER TUB NAILING FLANGE1/4" SOLID SURFACE SURROUND5/8" M.R. GWB2x4 NAILERSHOWER TUB,SEE PLUMBING1/8" SKIMCOAT PLATER AT ALL THREE SHOWER WALLS TO ALIGN WITH NAILING FLANGEAIR BARRIERMARINE GRADE SEALANTDEMISING WALL TYPE F1FINISH FLOORING1/2"x3" GWB STARTER STRIP1/2" RESILIENT CHANNEL1/2" PLYWOOD BACKER5/8" GWB CONTINOUS TO FLOORSHOWER TUB NAILING FLANGE1/4" SOLID SURFACE SURROUND5/8" M.R. TYPE X GWB -CONTINUOUS TO FLOOR1/8" SKIMCOAT PLATER AT ALL THREE SHOWER WALLS TO ALIGN WITH NAILING FLANGEMARINE GRADE SEALANT2x4 NAILERTILE FLOORCORIDOOR SIDESHOWER TUB,SEE PLUMBINGFINISH WALL BASEUNIT BATH SIDEAIR BARRIERBATHROOM 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 AND CBH (COMMUNITY BASED HOUSING) REQUIREMENTS.• 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. • "M.R." STANDS FOR "MOLD AND MOISTURE RESISTANT PAPERLESS" GYPSUM WALL BOARD.• AFTER SHOWER-TUBS ARE INSTALLED IN TUB SURROUND AND TUB IS INSTALLED, PROVIDE 1/4" DENSGLASS SHEETS TO FURR OUT GWB WALLS TO BE FLUSH WITH TUB FLANGE. INSTALL SOLID SURFACE OVER THE 1/4" DENSGLASS. PROVIDE CUSTOM SOLID SURFACE RABBETED TRIM KIT TO COVER OPEN JOINT CREATED BY FURRED MATERIAL.• 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.• 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.• 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.• ELECTRICAL OUTLETS AND SWITCHES ARE SHOWN IN ELEVATIONS FOR COORDINATION ONLY. REFER TO ELECTRICAL DWGS FOR FULL SCOPE.121CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 15As indicatedBWCB07/06/2020A611BATHROOM PLANS & ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION3/8" = 1'-0"A-1BATH TYPE 73/8" = 1'-0"A-4 B-T7 ELEV 13/8" = 1'-0"A-6 B-T7 ELEV 23/8" = 1'-0"A-9 B-T7 ELEV 33/8" = 1'-0"A-11 B-T7 ELEV 43/8" = 1'-0"E-1BATH TYPE 83/8" = 1'-0"D-4B-T8 ELEV 13/8" = 1'-0"D-6B-T8 ELEV 23/8" = 1'-0"D-9B-T8 ELEV 33/8" = 1'-0"D-11B-T8 ELEV 43/8" = 1'-0"H-1 BATH TYPE 93/8" = 1'-0"G-4B-T9 ELEV 13/8" = 1'-0"G-6B-T9 ELEV 23/8" = 1'-0"G-9B-T9 ELEV 33/8" = 1'-0"G-11B-T9 ELEV 43" = 1'-0"N-1 MEDICINE CABINET DETAIL1 1/2" = 1'-0"N-12 ACCESSIBLE SHOWER DETAIL3" = 1'-0"K-12BATHROOM THRESHOLD1 1/2" = 1'-0"N-5 TUB DETAIL AT WALL1 1/2" = 1'-0"N-8 TUB DETAIL AT RATED WALLBATH NOTES1 SHOWER CURTAIN ROD WITH FLANGES, 78" A.F.F. SEE SPECIFICATIONS.2 ACCESSIBLE SHOWER SYSTEM WITH HAND SPRAY OIN 36" TALL SLIDE BAR3 TYPICAL BATHTUB, SEE PLUMBING DRAWINGS.4 SOLID SURFACE 3-PIECE TUB SURROUND AND TRIM KIT. EXTEND SURROUND3-1/2" FROM TUB. SEE SPECIFICATIONS.5 GRAB BAR, 24" LONG.6 GRAB BAR, 48" LONG.7 GRAB BAR, 12" LONG, VERTICAL8 GRAB BAR, 42" LONG.9 GRAB BAR, 36" LONG.10 RECESSED MEDICINE CABINET WITH MIRROR. SEE SPECIFICATIONS.11 SURFACE MOUNTED MIRROR12 VANITY LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS13 TOWEL BAR - 24" LONG, SEE SPECIFICATIONS.14 ROBE HOOK, SEE SPECIFICATIONS. PROVIDE SECOND ROBE HOOK ATGROUP 2 UNITS.15 TOILET PAPER DISPENSER16 2X6 BLOCKING FOR FUTURE INSTALLATION OF GRAB BARS17 CORNER SOAP SHELF18 HINGED, PADDED SHOWER SEAT19 FULLY ACCESSIBLE ROLL-IN SHOWER UNIT WITH INTEGRAL FIBERGLASSSURROUND, GRAB BARS AND FOLDING PADDED SEAT, SEE PLUMBING20 MARBLE THRESHOLDREFER TO SPECIFICATIONS AND APPENDICES FOR BATHROOM ACCESSORIES MODELS. PACKAGE #3 FROM TCB STANDARDS IS BASE BID. PACKAGE #2 IS ALTERNATE.No. REVISIONS/SUBMISSIONS Date
ABCW/DWDW/D W/D W/D W/D9187KI5JHL6A620A-8D-8A-12H-84'-0"3'-0"COLUMN BASE, SEE G-9/A561 FOR DETAILPVC TRIMG-1A561A561G-5SimGLAZING CHANNEL TOP AND BOTTOMTEMPERED GLASSLOW WALL INSULATIONGLAZING CHANNEL TOP AND BOTTOMTEMPERED GLASS6'-0"2'-0"A561G-998I6A620L-6L-10111112321CABDE3765481211109DesignedTitleProjectDrawing No.ScaleProject No.FGHJKLM123456789101112NOTESConsultantCheckedDatecBuilding No.NOP13 14 1513 14 151/4" = 1'-0"DesignerAuthor07/06/2020A620INTERIOR PLANS AND ELEVATIONSNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01PERMIT SETNEW CONSTRUCTION1/4" = 1'-0"A-1ENLARGED LOBBY PLAN1/4" = 1'-0"A-8LOBBY ELEVATION 11/4" = 1'-0"D-8 LOBBY ELEVATION 31/4" = 1'-0"A-12LOBBY ELEVATION 21/4" = 1'-0"H-8 LOBBY ELEVATION 41/4" = 1'-0"L-1 LAUNDRY ROOM ENLARGED PLAN1/4" = 1'-0"L-6 LAUNDRY ROOM ELEVATION 11/4" = 1'-0"L-10 LAUNDRY ROOM ELEVATION 2Number Comment Details Basis of DesignLAUNDRY NOTES1 STACK WASHER/ DRYER COIN DROP ELECTRIC MAYTAGMLE20PDCYW2 FRONT LOAD WASHER COIN DROP ELECTRIC MAYTAGMHN33PDCWW3 FRONT LOAD DRYER COIN DROP ELECTRIC MAYTAGMDE28PDCYWNOTE: COMMERCIAL WASHERS AND DRYERS TO BE PROVIDED BY VENDOR.GC TO COORDINATE MECHANICAL, PLUMBING, AND ELECTRICAL DEVICE LOCATIONS FOR COMMERCIAL LAUNDRY EQUIPMENT.No. REVISIONS/SUBMISSIONS Date
GENERAL NOTES
WALL DESIGN WIND PRESSURE TABLE
GENERAL
1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,
MECHANICAL, ELECTRICAL, CIVIL, AND LANDSCAPE DRAWINGS, ALONG WITH SHOP
DRAWINGS AND SPECIFICATIONS.
2. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND / OR ELEVATIONS NOT
SHOWN ON THE STRUCTURAL DRAWINGS.
3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE
PROCEEDING WITH THE AFFECTED PORTION OF THE WORK.
4. ANY DIMENSION NOTED "±" SHALL BE COORDINATED AND VERIFIED IN THE FIELD BY THE
CONTRACTOR PRIOR TO THE SUBMISSION OF SHOP DRAWINGS.
5. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED
TYPICAL FOR ALL SIMILAR CONDITIONS.
6. IN CASE OF CONFLICT AMONG CONTRACT DOCUMENTS (i.e. CONTRACT DOCUMENTS AND
SPECIFICATIONS), THE MORE SPECIFIC AND LOCALIZED INFORMATION IN THE FOLLOWING
ASCENDING ORDER SHALL GOVERN: SPECIFICATIONS, NOTES, PLANS, SCHEDULES AND
DETAILS.
7. A COMPLETE CONCRETE SLAB-ON-GRADE PLACEMENT SCHEDULE SHALL BE SUBMITTED TO
THE ARCHITECT AND A STAMPED ACCEPTANCE RECEIVED BEFORE ANY CONCRETE
PLACEMENT CAN BE MADE.
8. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING AND BRACING
FOR THE BUILDING DURING THE ENTIRE CONSTRUCTION PERIOD.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION
LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED
THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.
10. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING BUILDING CODES
AND STANDARDS:
780 CMR: MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION
IBC 2015: THE INTERNATIONAL BUILDING CODE
ACI 301-10: SPECIFICATIONS FOR STRUCTURAL CONCRETE
TMS 402 / 602-16: BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY
STRUCTURES
NDS 2015: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
DESIGN LOADS
1. ROOF LOADS
A. SNOW LOAD
i. GROUND SNOW LOAD Pg = 40 PSF
ii. ROOF SNOW LOAD Pf = 35 PSF + DRIFTING
B. ROOFING AND INSULATION 8 PSF
C. SERVICES 7 PSF
D. CEILINGS 3 PSF
E. PV ARRAYS 15 PSF (FLAT ROOFS ONLY)
F. MECHANICAL UNITS SEE MECHANICAL DRAWINGS
G. STRUCTURE ACTUAL WEIGHTS OF MATERIALS
2. FRAMED FLOOR LOADS
A. LIVE LOAD 40 PSF
B. SERVICES 7 PSF
C. CEILING 3 PSF
D. 1" GYPCRETE UNDERLAYMENT 11 PSF
E. MECHANICAL UNITS SEE MECHANICAL DRAWINGS
F. STRUCTURE ACTUAL WEIGHTS OF MATERIALS
3. SLAB-ON-GRADE LOADS
A. LIVE LOAD
i. TYPICAL AREAS 100 PSF
ii. MECHANICAL AREAS 150 PSF
iii. ELEVATOR MACHINE ROOM 150 PSF
B. STRUCTURE ACTUAL WEIGHTS OF MATERIALS
4. SEISMIC LOADS
A. RISK CATEGORY II
B. SEISMIC IMPORTANCE FACTOR Ie = 1.0
C. SITE CLASS C
D. MAPPED ACCELERATION PARAMETERS Ss = 0.171 S1 = 0.066
E. DESIGN ACCELERATION PARAMETERS Sds = 0.137 Sd1 = 0.075
F. SEISMIC DESIGN CATEGORY B
G. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
H. THE LATERAL FORCE RESISTING SYSTEM IS LIGHT-FRAME (WOOD) WALLS
SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE.
I. RESPONSE MODIFICATION COEFFICIENT R = 6.5
J. OVERSTRENGTH FACTOR Ω0 = 3
K. DEFLECTION AMPLIFICATION FACTOR Cd = 4
L. SEISMIC RESPONSE COEFFICIENT Cs = 0.021
M. SEISMIC WEIGHT W = 1900 KIPS
N. DESIGN BASE SHEAR V = 40 KIPS
5. WIND LOADS
A. RISK CATEGORY II
B. BASIC WIND SPEED Vult = 117 MPH
C. EXPOSURE CATEGORY B
D. INTERNAL PRESSURE COEFFICIENT GCpi = ±0.18
E. COMPONENTS AND CLADDING DESIGN PRESSURES FOR WALLS AND ROOFS SHALL
BE PER THE TABLES BELOW:
6. SPECIAL LOADING
A. GUARDRAILS / HANDRAILS 200 LB CONCENTRATED LOAD, OR
50 PLF IN ANY DIRECTION
(NOT SIMULTANEOUS)
B. ELEVATORS WEIGHT OF MACHINERY AND MOVING
LOADS SHALL BE DOUBLED FOR
IMPACT
EFFECTIVE AREA INTERIOR ZONES END ZONES PARAPETS
10 SF
20 SF
50 SF
100 SF
500 SF
26.7 PSF
25.6 PSF
24.1 PSF
23.0 PSF
20.4 PSF
32.9 PSF
30.7 PSF
27.8 PSF
25.6 PSF
20.4 PSF
38.0 PSF
33.6 PSF
27.7 PSF
23.2 PSF
23.2 PSF
NOTES:
1. a = 13'-0" FOR DETERMINING END ZONES AND CORNER ZONES OF ROOFS.
2. DESIGN WIND PRESSURE MAY BE INTERPOLATED FOR EFFECTIVE WIND AREAS
BETWEEN THOSE GIVEN; OTHERWISE USE THE VALUE ASSOCIATED WITH THE LOWER
EFFECTIVE WIND AREA.
3. PRESSURES LISTED ABOVE SHALL BE CONSIDERED TO ACT TOWARDS OR AWAY
FROM WALL SURFACES.
4. PRESSURES SHOWN ARE FOR STRUCTURAL ELEMENTS ONLY. FOR ROOF
PRESSURES ON ROOF ASSEMBLIES, THE ASSUMED TRIBUTARY AREA MAY NOT
EXCEED 10 SF. SEE ARCHITECTURAL SPECIFICATIONS FOR FURTHER INFORMATION.
5. ALL DESIGN WIND PRESSURES ARE FOR LRFD LOADING. FOR ASD LOAD
COMBINATIONS, MULTIPLY THE PRESSURES ABOVE BY 0.6.
ROOF DESIGN WIND PRESSURE TABLE
EFFECTIVE AREA INTERIOR ZONES END ZONES CORNER ZONES
10 SF
20 SF
50 SF
100 SF
24.6 PSF
23.3 PSF
21.7 PSF
20.4 PSF
28.8 PSF
27.5 PSF
25.9 PSF
24.6 PSF
28.8 PSF
27.5 PSF
25.9 PSF
24.6 PSF
FOUNDATIONS
1. FOUNDATION WORK SHALL FOLLOW THE RECOMMENDATIONS OF THE "GEOTECHNICAL
ENGINEERING RECOMMENDATIONS: VILLAGE HILL LOT 13A PROJECT, NORTHAMPTON,
MASSACHUSETTS," PREPARED BY O'REILLY, TALBOT & OKUN AND DATED JULY 6, 2018.
2. GEOTECHNICAL BORINGS REVEALED THE PRESENCE OF PROCESSED DEMOLITION MATERIAL
AND FILL THROUGHOUT THE SITE, AS WELL AS THE FOUNDATIONS FROM A STRUCTURE
THAT WAS FORMERLY LOCATED ON THE SITE. PER THE GEOTECHNICAL REPORT, THE
CONTRACTOR SHALL REMOVE ALL NON-ENGINEERED FILL AND ALL EXISTING SLABS, WALLS,
AND FOUNDATIONS FROM BENEATH THE FOOTPRINT OF THE NEW BUILDING AND SHALL
BACKFILL THE EXCAVATION WITH COMPACTED STRUCTURAL FILL. THE DESIGN BEARING
VALUE FOR SUBGRADES PREPARED PER THE GEOTECHNICAL REPORT SHALL BE 4000 PSF.
3. PER THE GEOTECHNICAL REPORT, THE ENTIRE BUILDING SUBGRADE SHOULD BE
THOROUGHLY PROOF COMPACTED PRIOR TO THE PLACEMENT OF NEW STRUCTURAL FILL
TO TREAT ANY LOOSE AREAS NEAR THE SOIL SURFACE. PROOF COMPACTION SHOULD
CONSIST OF AT LEAST SIX PASSES OF A 6,000 POUND (OR HEAVIER) VIBRATORY ROLLER.
4. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION, PROVIDE A 15-MIL VAPOR BARRIER OVER A
MINIMUM OF 12" OF COMPACTED SAND AND GRAVEL FILL PLACED OVER A PROPERLY
PREPARED SUBGRADE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY
OF THE SOIL. REFER TO THE ARCHITECTURAL DRAWINGS FOR BELOW-SLAB INSULATION
DETAILS.
5. THE ESTIMATED ELEVATION OF THE BOTTOM OF EACH FOOTING IS INDICATED THUS [0'-0"].
THE BOTTOM OF EACH EXTERIOR FOOTING SHALL BE A MINIMUM OF 4'-0" BELOW ADJACENT
FINISHED GRADE. THE BOTTOM OF EACH INTERIOR FOOTING SHALL BE A MINIMUM OF 2'-0"
BELOW THE SLAB-ON-GRADE ELEVATION.
6. UNLESS OTHERWISE NOTED, NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS
RETAINING EARTH UNLESS WALLS ARE SUFFICIENTLY BRACED TO PREVENT MOVEMENT OR
STRUCTURAL DAMAGE AND THE SLAB-ON-GRADE IS IN PLACE.
7. FOR CONSTRUCTION UNDER WINTER CONDITIONS, FOUNDATION AND FLOOR SLABS SHALL
BE PROTECTED FROM FREEZING TEMPERATURES UNTIL THE BUILDING IS ENCLOSED AND
HEATED.
8. NO CONCRETE SHALL BE PLACED IN WATER, ICE, FROST, OR ON FROZEN SUBGRADE
MATERIAL. PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PREVENT FROST FROM
PENETRATING ANY FOOTING OR SUBGRADE MATERIAL (BEFORE AND AFTER CONCRETE
PLACEMENT) UNTIL SUCH SUBGRADE MATERIAL IS FULLY PROTECTED BY THE PERMANENT
STRUCTURAL SYSTEM.
9. THE DESIGN AND EXECUTION OF ALL EARTH RETENTION SYSTEMS DURING CONSTRUCTION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10. FOUNDATIONS SHALL BE CENTERED BELOW WOOD STUD W ALLS OR WOOD POSTS, UNLESS
OTHERWISE NOTED.
11. UNLESS OTHERWISE NOTED, STRIP FOOTINGS BELOW FOUNDATION WALLS SHALL BE 2'-0"
WIDE X 1'-0" DEEP AND SHALL BE REINFORCED WITH (3)-#5 CONTINUOUS BOTTOM BARS.
12. PER THE GEOTECHNICAL REPORT, UNDERSLAB DRAINS AND PERIMETER DRAINS ARE NOT
REQUIRED.
13. PER THE GEOTECHNICAL REPORT, WET SOILS WERE OBSERVED AT A DEPTH OF
APPROXIMATELY 8' BELOW GROUND SURFACE, CORRESPONDING TO AN APPROXIMATE
ELEVATION OF 223'.
CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS
AND SHALL BE NORMAL WEIGHT (150 PCF MAXIMUM).
2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 (DEFORMED), AND
SHALL BE FREE FROM LOOSE RUST AND SCALE. LAP ALL CONTINUOUS BARS IN
ACCORDANCE WITH DETAIL #7 ON S002.
3. ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A1064 WITH A MINIMUM
ULTIMATE TENSILE STRENGTH OF 70 KSI. LAP 2 SQUARES AT ALL JOINTS AND TIE AT 3'-0" ON
CENTER.
4. UNLESS OTHERWISE NOTED, CLEAR CONCRETE PROTECTION FOR REINFORCING SHALL BE
THE FOLLOWING:
A. FOOTINGS AND OTHER CONCRETE ELEMENTS CAST AGAINST EARTH: 3"
B. FOUNDATION WALLS AND OTHER CONCRETE ELEMENTS EXPOSED TO EARTH: 2"
C. SLABS-ON-GRADE: 1 1/4" FROM TOP OF SLAB
D. MAT SLABS: 3" FROM BOTTOM, 2" FROM OTHER SIDES
5. DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE ACI DETAILING MANUAL 315.
6. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED (6% ± 1.5%).
7. CONCRETE SHALL BE CAST MONOLITHICALLY, EXCEPT AS INDICATED ON THE DRAWINGS.
8. ALL KEYS SHALL BE FORMED BY A 2X4 WITH BEVELED SIDES (UNLESS OTHERWISE NOTED AT
RETAINING WALLS).
9. CONSTRUCTION JOINTS SHALL BE AS INDICATED ON THE DRAWINGS. ALL CONSTRUCTION
JOINTS SHALL BE FORMED WITH A STANDARD KEY AND WITH REINFORCING EXTENDED PER
DETAIL #3 ON S002.
10. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE COMPLETE LAYOUTS OF ALL
CONTROL JOINTS, CONSTRUCTION JOINTS, AND ISOLATION JOINTS FOR SLABS-ON-GRADE
AND LAYOUTS OF CONSTRUCTION JOINTS FOR REINFORCED CONCRETE WALLS. CONCRETE
PLACEMENT SHALL NOT PROCEED UNTIL THESE DRAWINGS HAVE BEEN REVIEWED BY THE
ARCHITECT. THE FOLLOWING GUIDELINES SHALL APPLY:
A. MAXIMUM LENGTH OF CONCRETE WALL PLACEMENT SHALL BE 40 LINEAR FEET,
UNLESS CONTROL JOINTS ARE PROVIDED TO MEET SAME.
B. CONTROL JOINTS SHALL BE CUT AS SOON AS THE CONCRETE IS STIFF ENOUGH TO
ALLOW CUTTING - TYPICALLY BETWEEN 4-12 HOURS AFTER PLACEMENT. CONTROL
JOINT SPACING SHALL NOT EXCEED 12'-0" IN EITHER DIRECTION, AND PANELS
BETWEEN CONTROL JOINTS SHALL HAVE A MAXIMUM ASPECT RATIO OF 1.5 TO 1.
11. ALL DOWELS FOR COLUMN AND WALL REINFORCEMENT SHALL MATCH THE LAPPING BAR
SIZE AND SPACING.
12. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD BECAUSE OF SLEEVES, DUCT OPENINGS
OR RECESSES. BARS MAY BE MOVED ASIDE WITHOUT CHANGE IN LEVEL WITH THE
APPROVAL OF THE ENGINEER.
13. ALUMINUM CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE
UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION
OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.
14. PIPE PENETRATIONS THROUGH CONCRETE THAT DO NOT CONFORM TO THE TYPICAL
DETAILS SHOWN ON THE TYPICAL DETAIL SHEETS ARE NOT ALLOWED WITHOUT THE
PERMISSION OF THE ENGINEER. STEEL PIPE SLEEVES SHALL BE PROVIDED AND SPACED A
MINIMUM OF THREE PIPE DIAMETERS APART. ALL OTHER SLEEVE LOCATIONS MUST BE
SUBMITTED FOR REVIEW. IN NO CASE SHALL SLEEVES BE PLACED IN CONCRETE BEAMS
WITHOUT WRITTEN ACCEPTANCE FROM THE STRUCTURAL ENGINEER.
15. ALL CONDUIT SHALL RUN ABOVE BOTTOM REINFORCING, BELOW TOP REINFORCING, AND
INSIDE BEAM STIRRUPS AND WALL REINFORCING. LINES OF CONDUIT SHALL BE SPACED NOT
CLOSER THAN THREE CONDUIT DIAMETERS ON CENTER. MAXIMUM SIZE OF CONDUIT IN SLAB
SHALL BE EQUAL TO 1/3 OF THE SLAB OR WALL THICKNESS.
16. SUPPORT BARS FOR SLAB REINFORCING SHALL BE #5 OR GREATER, AND SHALL BE SPACED
NOT MORE THAN 4'-0" ON CENTER. SUPPORT BARS AND ENDS OF MAIN REINFORCING BARS
SHALL NOT EXTEND MORE THAN 1'-6" PAST THE OUTERMOST CHAIR OR SUPPORT BAR.
17. ALL REINFORCING ACCESSORIES FOR EXPOSED SURFACES SHALL HAVE UPTURNED LEGS
AND BE PLASTIC DIPPED AFTER FABRICATION. ACCESSORIES FOR REINFORCING STEEL
SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI.
18. A PLASTIC "DOUGHNUT" TYPE OF SPACER SHALL BE PROVIDED FOR ALL VERTICAL COLUMN
REINFORCING STEEL, IN ORDER TO MAINTAIN MINIMUM CLEARANCES.
19. ALL COLUMN DOWELS SHALL BE SET BY TEMPLATE TO MAINTAIN CORRECT ALIGNMENT.
20. UNLESS OTHERWISE NOTED, PROVIDE #4 DOWELS AT 12" ON CENTER AND (1)-#4
CONTINUOUS HORIZONTAL BAR IN ALL CONCRETE CURBS. FOR SIZE AND LOCATION OF
CURBS, REFER TO THE ARCHITECTURAL DRAWINGS.
21. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL
BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS
OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA
FOR SLABS AND WALLS.
22. REFER TO SPECIFICATION SECTION 033000 FOR ADDITIONAL INFORMATION.
ROUGH CARPENTRY
1. ALL STRUCTURAL LUMBER AND ASSOCIATED CONNECTIONS SHALL CONFORM TO NDS-2015
AND THE ASSOCIATED SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION."
2. WHERE NO WOOD TYPE / GRADE IS INDICATED FOR DIMENSIONAL LUMBER NOT INDICATED
ON THE DRAWINGS TO BE PRESSURE-TREATED, PROVIDE SPRUCE-PINE-FIR NO. 1 / NO. 2 OR
BETTER WITH THE FOLLOWING DESIGN VALUES:
ALL SIZES: Fb = 875 PSI Fv = 135 PSI E = 1.4 X 10
6 PSI
3. WHERE NO WOOD TYPE / GRADE IS INDICATED FOR DIMENSIONAL LUMBER THAT IS
INDICATED ON THE DRAWINGS TO BE PRESSURE-TREATED, PROVIDE SOUTHERN PINE NO. 2
OR BETTER WITH THE FOLLOWING DESIGN VALUES:
2X4's: Fb = 1,100 PSI Fv = 175 PSI E = 1.4 X 10
6 PSI
2X6's: Fb = 1,000 PSI Fv = 175 PSI E = 1.4 X 10
6 PSI
4. STRUCTURAL COMPOSITE LUMBER SHALL BE TRUS JOIST BY WEYERHAUSER (OR APPROVED
EQUAL) WITH THE FOLLOWING DESIGN VALUES:
LSL's: Fb = 1,300 PSI Fv = 425 PSI E = 1.3 X 10
6 PSI
LVL's: Fb = 2,600 PSI Fv = 285 PSI E = 2.0 X 10
6 PSI
PSL POSTS: Fb = 2,400 PSI Fv = 190 PSI E = 1.8 X 10
6 PSI
PSL BEAMS: Fb = 2,900 PSI Fv = 290 PSI E = 2.0 X 10
6 PSI
5. FLOOR AND ROOF SHEATHING SHALL BE APA-RATED TONGUE AND GROOVE PLYWOOD AND
SHALL BE GLUED AND NAILED WITH 8d NAILS AT 6" ON CENTER ALONG DIAPHRAGM
BOUNDARIES AND AT ALL SUPPORTED EDGES AND 8d NAILS AT 12" ON CENTER AT ALL
INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING AT FLOORS AND ROOFS SHALL SPAN
WITH THE STRENGTH AXIS PERPENDICULAR TO THE SUPPORTING TRUSSES / JOISTS.
6. SHEATHING AT EXTERIOR WALLS AND INTERIOR SHEAR W ALLS SHALL BE APA-RATED
PLYWOOD OR STRUCTURAL 1 GRADE PLYWOOD AS INDICATED ON THE WALL SCHEDULES.
REFER TO THE WALL SCHEDULES FOR NAIL SIZE AND SPACING AND PROVIDE 2X BLOCKING
AT ALL UNSUPPORTED PLYWOOD EDGES.
7. ALL SILLS IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE-TREATED
SOUTHERN PINE NUMBER 2 OR BETTER.
8. ALL STEEL HARDWARE SHALL BE HOT-DIPPED GALVANIZED. PROVIDE AND INSTALL STAMPED
AND FABRICATED STEEL OF THE TYPE INDICATED AS REQUIRED IN THE CONSTRUCTION
DOCUMENTS OR CONNECTION SHOP DRAWINGS. NAILS SHALL BE THOSE FURNISHED BY THE
MANUFACTURER FOR THIS SPECIFIC USE AND SHALL BE FULLY DRIVEN IN ALL HOLES IN THE
HANGER OR ANCHOR. METAL HANGERS, BY SIMPSON STRONG-TIE OR APPROVED EQUAL
AND CONFORMING TO THE REQUIREMENTS INDICATED, SHALL BE PROVIDED.
9. ALL FLUSH (SIDE-MOUNTED) CONNECTIONS SHALL HAVE BEAM OR JOIST HANGERS CAPABLE
OF SUPPORTING THE MAXIMUM REACTION OF THE MEMBER INDICATED ON PLAN. HANGERS
SHALL BE PROVIDED BY SIMPSON STRONG-TIE (OR APPROVED EQUAL) AND SHALL BE
SPECIFIED BY THE TRUSS MANUFACTURER.
10. ALL TOP-MOUNTED JOISTS SHALL HAVE A MINIMUM BEARING OF 3 1/2".
11. PROVIDE A MINIMUM OF DOUBLE STUDS UNDER ALL HEADERS AND BUILT UP BEAMS UNLESS
OTHERWISE NOTED IN BEAM OR HEADER SCHEDULES. SUCH STUDS SHALL CONTINUE FROM
THE POINT OF LOAD APPLICATION TO THE FOUNDATION, EXCEPT WHERE NOTED
OTHERWISE.
12. ALL CONNECTIONS SHALL CONFORM TO NDS-2015 AND THE CONTRACT DOCUMENTS. ALL
FASTENING SHALL BE IN ACCORDANCE WITH THE FASTENING SCHEDULE PER THE
MASSACHUSETTS STATE BUILDING CODE.
13. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN
INSTITUTE OF TIMBER CONSTRUCTION'S CONSTRUCTION MANUAL.
14. STRUCTURAL WOOD MEMBERS SHALL NOT BE CUT, NOTCHED, OR PIERCED IN EXCESS OF
THE LIMITATIONS SPECIFIED IN THE MASSACHUSETTS STATE BUILDING CODE. REFER TO THE
MANUFACTURER'S PRODUCT DATA FOR GUIDELINES REGARDING ALLOWABLE HOLE SIZES
AND NOTCHES THROUGH STRUCTURAL COMPOSITE LUMBER MEMBERS.
15. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL STUD WALLS SHALL BE PROVIDED
WITH TRIPLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING CORNERS AND WALL
INTERSECTIONS. TOP PLATE SPLICES SHALL BE OFFSET NOT LESS THAN 48".
16. ALL WALL SECTIONS NOTED AS SHEAR WALLS ON PLANS SHALL BE CONSTRUCTED WITH
THE SHEATHING PROPERLY FASTENED TO THE WALL STUDS, SOLE PLATE, AND TOP PLATES
IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ALL VERTICAL JOINTS
OF PANEL SHEATHING SHALL OCCUR OVER STUDS AND ALL HORIZONTAL JOINTS SHALL
OCCUR OVER BLOCKING AT LEAST EQUAL IN SIZE TO THE STUD.
17. REFER TO SPECIFICATION SECTION 0610000 FOR ADDITIONAL INFORMATION.
PRE-FABRICATED WOOD TRUSSES
1. THE DESIGN AND FABRICATION OF ALL WOOD TRUSSES SHALL BE IN ACCORDANCE WITH
NDS-2015 AND THE LATEST EDITION OF THE "DESIGN SPECIFICATION FOR METAL PLATE
CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE.
2. SEE PLAN NOTES FOR UNIFORM LOADS ON WOOD TRUSSES. ALL POINT LOADS, PARTIAL
UNIFORM LOADS, OR COMBINATIONS THEREOF SHALL BE DETERMINED BY THE TRUSS
MANUFACTURER AND ACCOUNTED FOR IN THE DESIGN OF THE TRUSSES. THE TRUSS
SYSTEM SHALL BE ENGINEERED TO ACCEPT ALL IMPOSED LOADS AS INDICATED ABOVE AND
ON THE PLAN DRAWINGS.
3. FLOOR TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD DEFLECTION LIMIT OF L/480 AND A
TOTAL LOAD DEFLECTION LIMIT OF L/360.
4. ROOF TRUSSES SHALL BE DESIGNED WITH A LIVE / SNOW LOAD DEFLECTION LIMIT OF L/360
AND A TOTAL LOAD DEFLECTION LIMIT OF L/240.
5. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF MASSACHUSETTS AND SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE THE
FOLLOWING ITEMS:
A. PLAN LAYOUTS IDENTIFYING ALL TRUSSES. THE CONTRACTOR SHALL COORDINATE
SPACING OF FLOOR AND ROOF TRUSSES TO ACCOMMODATE MECHANICAL DUCTS
THAT ARE WIDER THAN THE TYPICAL TRUSS CLEAR SPACING.
B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES, GIVING UNIFORM LOADS
(PARTIAL OR OTHERWISE) AND / OR POINT LOADS.
C. TRUSS CONFIGURATION DRAWINGS GIVING STRESSES ON ALL MEMBERS,
REACTIONS AT SUPPORTS, AND STRESSES ON ALL MEMBERS INCLUDING PLATES.
D. TRUSS CONFIGURATION DRAWINGS GIVING STRESSES ON ALL MEMBERS,
INCLUDING PLATES.
6. THE TRUSS MANUFACTURER SHALL PROVIDE CALCULATIONS INDICATING ADDITIONAL SNOW
AND DEAD LOADS FOR ROOF LOCATIONS WITH GUSSETS, CRICKETS, AND VALLEY
LOCATIONS REQUIRING ADDITIONAL FRAMING FOR INTERSECTIONS OF HIGHER AND LOWER
ROOFS IN ACCORDANCE WITH THE LATEST EDITION OF ASCE 7.
7. THE TRUSS MANUFACTURER SHALL SPECIFY ALL PREFABRICATED LUMBER HARDWARE.
8. ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.
9. PREFABRICATED WOOD TRUSSES SHALL NOT BE CUT / NOTCHED OR OTHERWISE MODIFIED
IN THE FIELD WITHOUT WRITTEN DIRECTION FROM THE TRUSS MANUFACTURER.
10. REFER TO SPECIFICATION SECTION 061900 FOR ADDITIONAL INFORMATION.
MISCELLANEOUS METALS (STAIRS AND RAILINGS)
1. ALL STAIRS, STAIR LANDINGS, RAILINGS AND OTHER STAIR COMPONENTS SHALL BE
DESIGNED AND DETAILED UNDER THE SUPERVISION OF A STRUCTURAL ENGINEER LICENSED
IN MASSACHUSETTS.
2. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED, SEALED, AND SUBMITTED TO THE
ARCHITECT FOR REVIEW. SHOP DRAWINGS SHALL CLEARLY INDICATE, BUT NOT BE LIMITED
TO, THE FOLLOWING:
A. LOADS IMPOSED ON THE STRUCTURE FROM THE STAIR / RAILING
B. ALL CONNECTIONS FROM THE STAIR / RAILING TO THE STRUCTURE
C. ALL SIZES AND SHAPES
D. ALL DIMENSIONS AND CONFIGURATIONS
3. ALL CONCRETE INFILL (WHERE INDICATED ON THE ARCHITECTURAL DRAWINGS) AND
LANDINGS SHALL BE CAST WITH NORMAL WEIGHT CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI.
4. REFER TO SPECIFICATION SECTION 055000 FOR ADDITIONAL INFORMATION.
REINFORCED CONCRETE MASONRY:
1. ALL REINFORCED CONCRETE MASONRY SHALL CONFORM TO THE SPECIFICATIONS AND
REQUIREMENTS OF TMS 402 / 602.
2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, AND SHALL
HAVE A COMPRESSIVE STRENGTH OF 2800 PSI ON THE NET AREA.
3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S.
4. GROUT SHALL CONFORM TO ASTM C476, FINE TYPE, AND SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
5. THE COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT ASSEMBLIES SHALL EQUAL OR
EXCEED f'm = 2000 PSI.
6. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED.
7. PROVIDE HORIZONTAL AND VERTICAL REINFORCING AS NOTED ON THE DRAWINGS AND FILL
ALL REINFORCED BLOCK CELLS WITH GROUT. REFER TO TYPICAL DETAILS FOR REQUIRED
REINFORCING. HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CORNERS,
INTERSECTIONS, AND PILASTERS.
8. GROUTING SHALL BE LIMITED TO A MAXIMUM WALL HEIGHT OF 4'-0" PER LIFT.
9. REFER TO SPECIFICATIONS SECTION 043000 FOR ADDITIONAL INFORMATION.
QUALITY ASSURANCE:
1. THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING
AGENCY TO PROVIDE QUALITY ASSURANCE TESTING AND INSPECTIONS FOR WORK
SPECIFIED IN CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE. THE TESTING
AGENCY SHALL BE LICENSED IN MASSACHUSETTS AND ALL TESTING AND INSPECTIONS
SHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEER REGISTERED IN
MASSACHUSETTS.
2. FAILURE OF QUALITY ASSURANCE TESTING AND INSPECTIONS TO DETECT ANY DEFECTIVE
WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH
DEFECT IS NOTED, NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR FINAL
ACCEPTANCE.
3. THE TESTING AGENCY AND ITS REPRESENTATIVES ARE NOT AUTHORIZED TO REVOKE,
ALTER, RELAX, ENLARGE OR RELEASE ANY PORTION OF THE WORK, PERFORM ANY DUTIES
OF THE CONTRACTOR OR BE A PARTY TO SCHEDULING OF WORK.
4. RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THE BUILDING OFFICIAL DURING
PROGRESS OF THE WORK AND FOR TWO YEARS AFTER COMPLETION OF THE PROJECT.
RECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTING AGENCY.
5. REFER TO THE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS REGARDING QUALITY
ASSURANCE TESTING AND INSPECTIONS.
SHOP DRAWINGS:
1. CONTRACT DRAWINGS ARE NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS.
2. WHEN APPLICABLE, SHOP DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO: ERECTION
PLANS, NOTES AND BRACING DETAILS, ACCESSORIES, CONNECTION DETAILS, JOIST, BEAM
AND COLUMN DETAILS, AND BENDING DETAILS. SUBMIT STAMPED STRUCTURAL
CALCULATIONS WHERE NOTED ABOVE.
3. NO PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWING SHALL BE
STARTED UNTIL THE SUBMITTAL HAS BEEN SATISFACTORILY REVIEWED BY SOUZA, TRUE
AND PARTNERS, INC. (STP) AND ALL OTHER PARTIES INVOLVED. ALL SUCH PORTIONS OF THE
WORK SHALL BE IN ACCORDANCE WITH FINAL REVIEWED SUBMITTALS AND THE CONTRACT
DOCUMENTS.
4. UNLESS OTHERWISE NOTED IN THE CONTRACT SPECIFICATIONS, THE FOLLOWING
SEQUENCE SHALL BE FOLLOWED FOR SHOP DRAWING REVIEW: MANUFACTURER /
CONTRACTOR / ARCHITECT / ENGINEER / ARCHITECT / CONTRACTOR / MANUFACTURER.
5. BY APPROVING AND SUBMITTING SHOP DRAWINGS, THE CONTRACTOR REPRESENTS THAT
THEY HAVE VERIFIED ALL MATERIALS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION
CRITERIA RELATED THERETO, OR WILL DO SO. IN ADDITION, THIS SHALL REPRESENT THAT
THEY HAVE CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH
SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DRAWINGS.
STP RESERVES THE RIGHT TO RETURN ANY SHOP DRAWINGS WHICH ARE JUDGED TO BE
"RUBBER STAMP APPROVED" BY THE CONTRACTOR WITHOUT PROPER REVIEW AND
EVALUATION.
6. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM
THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AS A RESULT OF STP'S REVIEW OF
THE SHOP DRAWINGS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED STP, IN
WRITING, OF SUCH DEVIATION AT THE TIME OF SUBMISSION AND STP HAS GIVEN WRITTEN
ACCEPTANCE TO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED
FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SHOP DRAWINGS BY STP'S
REVIEW THEREOF.
7. THE CONTRACTOR SHALL DRAW ATTENTION TO ALL DEVIATIONS FROM THE CONTRACT
DRAWINGS AND INCLUDE REASONS FOR SUCH DEVIATIONS WITH THE SUBMITTED SHOP
DRAWINGS. IN ADDITION, THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION, IN WRITING
OR ON RESUBMITTED SHOP DRAWINGS, TO REVISIONS OTHER THAN THOSE REQUESTED BY
STP ON PREVIOUS SUBMITTALS.
8. STP'S SHOP DRAWINGS REVIEW WILL INCLUDE A STAMP INDICATING ONE OF THE
FOLLOWING:
A. SUBMITTAL ACCEPTED: INFORMATION SHOWN ON THIS SHOP DRAWING APPEARS TO
BE IN SUBSTANTIAL COMPLIANCE WITH THE INTENT OF THE CONTRACT DRAWINGS.
B. SUBMITTAL ACCEPTED, SUBJECT TO NOTATIONS: CORRECTIONS NOTED WILL BRING
THIS SUBMITTAL INTO SUBSTANTIAL COMPLIANCE WITH THE CONTRACT
DOCUMENTS. PROVIDED THAT NO OTHER MODIFICATIONS ARE NECESSARY,
RESUBMITTAL IS NOT REQUIRED. REVIEW IS COMPLETE AND ALL CORRECTIONS ARE
DEEMED OBVIOUS WITH NO AMBIGUITY.
C. SUBMITTAL ACCEPTED IN PART - RESUBMIT ITEMS NOTED: CORRECTIONS NOTED
WILL BRING THIS SUBMITTAL INTO SUBSTANTIAL COMPLIANCE WITH THE CONTRACT
DOCUMENTS. PORTIONS OF THE DRAWING MUST BE REVISED AND RE-REVIEWED
PRIOR TO FABRICATION.
D. SUBMITTAL NOT ACCEPTED - REVISE, REVIEW, AND RESUBMIT: FABRICATION SHALL
NOT TAKE PLACE PRIOR TO THIS DRAWING BEING REVISED, RESUBMITTED, AND RE-
REVIEWED BY STP AND ALL OTHER PARTIES INVOLVED. DETAILS OR ITEMS NOTED
BY THE REVIEWER REQUIRE FURTHER CLARIFICATION.
E. SUBMITTAL NOT ACCEPTED - PRODUCT UNACCEPTABLE: THE SUBMITTED PRODUCT
IS NOT IN COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
SELECT A NEW PRODUCT PER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS
AND RESUBMIT FOR REVIEW AND APPROVAL.
9. RESUBMITTED SHOP DRAWINGS THAT WERE PREVIOUSLY ACCEPTED WILL BE NOT
REVIEWED UNLESS REVISIONS ARE CLOUDED. ONLY CLOUDED ITEMS WILL BE RE-
REVIEWED.
10. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTAL DATES AT
LEAST 30 DAYS PRIOR TO FIRST SUBMITTAL. FAILURE TO SUBMIT DRAWINGS ON
DESIGNATED DATE MAY IMPACT REVIEW SCHEDULE.
21
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TAL
2020-07-06
S001
GENERAL NOTES
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
Sheet Number Sheet Name
S001 GENERAL NOTES
S002 TYPICAL DETAILS
S003 TYPICAL DETAILS
S004 ISOMETRIC VIEWS
S101 LEVEL 1 / FOUNDATION PLAN
S102 LEVEL 2 FRAMING PLAN
S103 LEVEL 3 FRAMING PLAN
S104 LOW ROOF FRAMING PLAN
S105 ROOF FRAMING PLAN
S201 WOOD STUD WALL SCHEDULES AND DETAILS
S301 SECTIONS
S302 SECTIONS
S303 SECTIONS
S304 SECTIONS
S305 SECTIONS
No. REVISIONS/SUBMISSIONS Date
CORNER
CORNER BARS TO
MATCH
HORIZONTAL
REINFORCINGNOTE ANOTE A 16Ø 16Ø
NOTE AINTERSECTION PILASTERS END
DOWELS TO MATCH
HORIZONTAL
REINFORCING
PROVIDE TYPICAL
SUPPLEMENTAL
CORNER BARS
SEE PLANS AND
DETAILS FOR
REINFORCING
NOTE A
HORIZONTAL WALL
REINFORCING SHALL BE
CONTINUOUS THROUGH
PILASTERS
(2)-#5 VERTICALEND BARS TO MATCH
HORIZONTAL REINFORCING
CORNER
CORNER BARS TO
MATCH HORIZONTAL
REINFORCINGNOTE ANOTE A 16Ø
NOTE AINTERSECTION PILASTERS END
DOWELS TO
MATCH
HORIZONTAL
REINFORCING
NOTE APROVIDE TYPICAL
SUPPLEMENTAL
CORNER BARS
HORIZONTAL WALL REINF.
SHALL BE CONTINUOUS
THROUGH PILASTERS
NOTE A: REFER TO TENSION LAP SPLICE
LENGTH IN DETAIL #7 ON THIS DRAWING
SEE PLANS AND
DETAILS FOR
REINFORCING
(1)-#5 VERTICALEND BARS TO MATCH
HORIZONTAL REINFORCING
1 TYPICAL SUPPLEMENTAL REINFORCING DETAILS FOR CONCRETE WALLS
REINFORCING EACH FACE (WALLS 10" AND THICKER)
REINFORCING CENTERED ON WALL (WALLS UP TO 8" THICK)
CONSTRUCTION JOINTTYPICAL SLAB CONTROL JOINT
DEPRESSION
INSIDE CORNER SLAB EDGE PLAN
CONCRETE BRICK
SUPPORTS @ 3'-0" O.C.
EACH WAY
W.W.F.
1/8" WIDE X 1/4 SLAB THICKNESS
SAWCUT MADE AFTER
ADJACENT SLAB IS PLACED.
FILL WITH JOINT SEALANT.*
3/8"Ø X 16" LONG
PLAIN GREASED
BARS @ 16"
SEALANT TO BE USED ONLY AT
EXPOSED SLABS. FILL JOINTS
WITH NON-SHRINK GROUT AT
SLABS TO BE COVERED WITH
TILE, CARPETING, ETC.
*
1/8" WIDE X 1/4 SLAB THICKNESS
SAWCUT. FILL WITH JOINT SEALANT.*
(CUTS TO BE MADE WITHIN 24 HOURS
AFTER SLAB PLACEMENT). REFER TO
PLANS FOR CONTROL JOINT SPACING
AND LOCATION.
DEPRESSION (8" MAX.)
(SEE PLAN **)
**ADD (2)-#5 X 4'-0" DIAGONAL BARS AT EACH
CORNER OF DEPRESSIONS >4" DEEP.
FOUNDATION
WALL
INTERIOR
SLAB-ON-GRADE
(1)-#5 X 4'-0"
LONG
SEE GENERAL
NOTES/SECTIONS FOR
FOUNDATION DETAILS
6"3"2'-0"SEE PLAN
2 TYPICAL SLAB-ON-GRADE DETAILS
3 TYPICAL CONCRETE WALL CONSTRUCTION JOINT DETAIL
2X4 KEY WITH
BEVELED SIDES
NOTE A NOTE A
TADD DOWELS TO MATCH HORIZONTAL WALL
REINFORCING (NOTE: ADDITIONAL DOWELS
NOT REQUIRED IF WALL REINFORCING
EXTENDS MINIMUM LAP LENGTH BEYOND
JOINT)
A CONSTRUCTION JOINT (OR A CONTROL
JOINT) SHALL BE LOCATED BETWEEN 6 X
T AND 9 X T FROM WALL CORNERS,
WHERE "T" IS THE WALL THICKNESS
(ONE SIDE OF CORNER ONLY)
CONSTRUCTION JOINTS FOR
WALLS SHALL BE SPACED NO
GREATER THAN 40'-0" APART,
UNLESS CONTROL JOINTS
ARE PROVIDED TO MEET THE
SAME SPACING
4 TYPICAL ADDED REINFORCING AT CONCRETE WALL OPENINGS 5 TYPICAL STEPPED WALL FOOTING DETAIL
(1)-#5 (CENTERLINE
OF WALL) EACH
SIDE OF OPENING
(2)-#5 (1 EACH FACE)
EACH CORNER OF
OPENING (TYP.)12" (TYP.)2'-0" 2'-0" MAX.
NOTE: DETAIL APPLIES AT CONCRETE
WALL OPENINGS THAT ARE 2'-0" (MAX.)
IN GREATEST DIMENSION T(MI
N
.)
T
T
1
1
2
1
SEE PLAN AND DETAILS
FOR FOOTING SIZE AND
REINFORCING
(MIN.)
18"
6 TYPICAL DETAIL AT SLABS-ON-GRADE AT UNDERGROUND UTILITIES
COMPRESSIBLE
FILLER OVER PIPE
(MIN. 1/2" THICK)
ADD #4@12" BOTTOM OVER
MECHANICAL DUCT
W.W.F.
UNDERGROUND UTILITY
PIPE (COORDINATE WITH MEP)
2'-0"2'-0"
7 REBAR DEVELOPMENT AND LAP SPLICE LENGTHS SCHEDULE
TOP BARS
OTHER BARS
ALL BARS
TOP BARS
OTHER BARS
ALL BARS
TENSION
COMPRESSION
TENSION
COMPRESSIONDEVELOPMENT LENGTHLAP SPLICE LENGTHBAR SIZE
BAR TYPE
19
#3 #4 #5 #6 #7 #8 #9 #10 #11
25 31 37 54 62 70 79 87
15 19 24 29 42 48 54 61 67
8 10 12 15 17 19 22 25 27
19 25 31 37 54 62 70 79 87
25 33 41 49 71 81 91 102 114
12 15 19 23 27 30 34 39 43
NOTES:
1. LENGTHS ARE BASED ON fy = 60 KSI, f'c = 4000 PSI, AND NORMAL WEIGHT CONCRETE.
WHERE LIGHTWEIGHT AGGREGATE CONCRETE IS SPECIFIED, MULTIPLY THE ABOVE
TENSION VALUES BY A FACTOR OF 1.3.
2. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH
CONCRETE IS PLACED IN THE MEMBER BELOW THE BAR.
3. TENSION LAP SPLICE LENGTHS ARE FOR "CLASS B" SPLICES PER ACI 318. LESSER
SPLICE LENGTHS MAY BE SUBMITTED BY THE CONTRACTOR PROVIDED FULL
CALCULATIONS AND REFERENCE TO THE APPLICABLE PORTIONS OF THE LATEST
EDITION OF ACI 318 ACCOMPANY THE SUBMITTAL.
4. WHERE BARS OF DIFFERENT SIZES ARE SPLICED, LAP SPLICE LENGTH SHALL BE AS
REQUIRED FOR THE LARGEST BAR.
LENGTHS (IN INCHES) BASED ON f'c = 4000 PSI AND NORMAL WEIGHT CONCRETE
W.W.F.
#4@12" EACH
WAY, INSIDE FACE
(2)-#5 CONT.
W.W.F.MAX.8"SEE PLAN
6"
8"
2'-0"3'-0" MAX.SEE PLAN
1'-0"W.W.F.
#4@12" EACH
WAY, INSIDE FACE
W.W.F.
(1)-#4 CONT.
8"
4"
ROUGHEN SURFACES
PRIOR TO PLACING
FRESH CONCRETE8"#4@12" DOWELS
(2'-0" X 2'-0")
PROPOSED EXTERIOR
GRADE
EXISTING
UNDISTURBED
NATURAL SOIL OR
SUITABLE SOIL
NEW COMPACTED
GRANULAR FILL (TYP.)
PROPOSED
EXTERIOR GRADE
#5@12" TOP AND
BOTTOM EACH WAY
NOTE: WIDTH AND LENGTH OF CONCRETE
PAD TO BE A MINIMUM OF 12" BEYOND
EDGE OF UNIT ABOVE
1
2 (MAX.)
1
2 (MAX.)
#5@12" TOP AND
BOTTOM EACH WAY
4'-0" MIN.1'-0"4" MIN.
COORDINATED WITH MECHANICAL AND ARCH. DRAWINGS
WIDTH, LENGTH, AND LOCATION OF MAT TO BE
4" MIN.
3/4" CHAMFER (TYP.)
6X6-W2.9XW2.9 W.W.F.(1)-#4 TYPICAL
ALL AROUND
#4@12" O.C. DOWELS
ROUGHEN SURFACE
(1/4" AMPLITUDE)
FOR SIZE AND LOCATION
SEE MECHANICAL DRAWINGS
NOTE: DOWELS MAY BE
POST INSTALLED
(DRILLED AND EPOXIED)
3/4"
CHAMFER
(TYP.)
8" MAX. OF NORMAL
WEIGHT CONCRETE
11 TYPICAL CHANGE IN ELEVATION AT SLAB-ON-GRADE 12 TYPICAL EXTERIOR PAD DETAIL10TYPICAL HOUSEKEEPING PAD DETAIL AT SLABS-ON-GRADE
8 MINIMUM CONCRETE WALL REINFORCING SCHEDULE 9
WALL
THICKNESS
HORIZONTAL
REINFORCING
6" -8"
9" -11"
12" -16"
17" -20"
NOTES:
1. WALLS OF FRACTIONAL THICKNESSES SHALL BE
REINFORCED AS WALLS OF THE NEXT HIGHEST
THICKNESS.
2. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING
AT WALL THICKENESSES NOT INDICATED IN THIS
SCHEDULE.
REINFORCING
LOCATION
EACH FACE
EACH FACE
EACH FACE
#4@12"
#4@12"
#5@15"
#4@18"
VERTICAL
REINFORCING
#4@18"
#4@18"
#5@18"
#4@18"
CENTERED ON
WALL
MINIMUM CONCRETE MASONRY WALL
REINFORCING SCHEDULE
WALL
LOCATION
VERT.
REINF.
ELEVATOR
WALLS
NOTE: REFER TO PLANS AND SECTIONS FOR REINFORCING
REQUIREMENTS MORE STRINGENT THAN IN THIS SCHEDULE.
WALL
THICKNESS
8"
(NOMINAL)
#5@24"
O.C.
GROUT
REQUIREMENTS
HORIZ. TRUSS-TYPE
REINFORCING
SEE SCHEDULE
VERTICAL REINFORCING IN SOLIDLY
GROUTED CELLS - PROVIDE 48Ø
LAP AT ALL BAR SPLICES (TYPICAL)LADDER-TYPE WALL
REINFORCING (SEE
SCHEDULE)
TYPICAL DETAIL
SEE SCHEDULE
(1) ADDITIONAL
VERTICAL BAR
AT CORNER
CORNER DETAIL
ADD FULL-HEIGHT
REINFORCING
ADJACENT TO LINTEL
TERMINATE
REINFORCING AT
LINTEL ABOVE
LINTEL BEARING ABOVE MASONRY OPENING
END / JAMB DETAIL
(2)-#5 CONTINUOUS BARS
(PROVIDE LAPPED CORNER
BARS AT ALL CORNERS)
BREAK THROUGH AS
REQUIRED AT VERTICAL
REINFORCING
BOND BEAM
(2)-#5 -EXTEND 2'-0"
BEYOND EDGES OF
OPENINGS
SEE SCHEDULE FOR
VERTICAL REINFORCING
16" TYP.PROVIDE SHORING
UNTIL MASONRY
ACHIEVES fm = 2000
PSI
LINTEL
FULLY
GROUTED
NON-BEARING
WALLS UP TO 8"#4@24"
O.C.
9 GA. LADDER-
TYPE @ 16" O.C.
ONLY @ VERT.
REINF. AND
BOND BEAMS
9 GA. LADDER-
TYPE @ 16" O.C.
CMU WALL REINFORCING SCHEDULE AND TYPICAL DETAILS
#4@12"
W.W.F.
(2)-#5 CONT.
(1)-#4 CONT.
SEE PLANMAX.18" 10" 1'-0"
W.W.F.
ROUGHEN SURFACE PRIOR
TO PLACING UPPER SLAB
21
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Date cBuilding No.
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2020-07-06
S002
TYPICAL DETAILS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
No. REVISIONS/SUBMISSIONS Date
TYPICAL BLOCKING DETAIL UNDER POST/JAMB STUD LOADS1 2
POST/JAMB
STUDS AT
WINDOW/DOOR
OPENINGS
RIMBOARD
HEADER BEAM
WITHIN WALL
PANELS
ALIGN POST/JAMB
STUDS ABOVE &
BELOW
SQUASH BLOCKS REQUIRED
UNDER ALL POST/JAMB STUD
LOADS WITHIN TRUSS DEPTH
FLOOR TRUSS (OR
JOIST) (SEE PLAN)
POST/JAMB STUDS
AT WINDOW/DOOR
OPENINGS
RIMBOARD
HEADER BEAM WITHIN
TRUSS DEPTH
ALIGN POST/JAMB
STUDS ABOVE &
BELOW
FLOOR TRUSS (OR
JOIST) (SEE PLAN)
FLOOR SHEATHING
(CONTINUOUS)
SQUASH BLOCKS
REQUIRED UNDER ALL
POST/JAMB STUD
LOADS WITHIN TRUSS
DEPTH
TYPE 1 TYPE 2
ROWS OF 10d NAILS @
12" O.C. DRIVEN FROM
OPPOSITE SIDES WITH
NAILS STAGGERED BY
6" IN EACH ROW
1 1/2"1 1/2"ROWS OF 30d NAILS @
16" O.C. DRIVEN FROM
OPPOSITE SIDES WITH
NAILS STAGGERED BY
8" IN EACH ROW
PAIRS OF 1/4" Ø X 6" SCREWS
@ 16" O.C. DRIVEN FROM
OPPOSITE SIDES WITH PAIRS
OF SCREWS STAGGERED BY
8" ON OPPOSITE SIDES
2 PLY 3 PLY 4 PLY
1" MIN.1" MIN. 6" 12"(3)-2X4 (MIN.)
BUILT-UP
COLUMN
16d COMMON
NAILS TYPICAL
NAILING PATTERN
16d GALV. NAILS
2 PER STUD (TYP.)
STAGGERING NAILS, NAIL EACH
ADDITIONAL MEMBER WITH THE
REQUIRED PATTERN
WHERE POSSIBLE, BUILT-UP
AND SOLID COLUMNS SHALL
BE CONSTRUCTED
INTEGRALLY WITH WALL
FRAMING
(2)-2X4 SILL PLATE
SIMSPON HUCQ
CONCEALED
FLANGE HANGER
PSL POST
(SEE PLAN)
WOOD BEAM
(SEE PLAN)
DIAPHRAGM BOUNDARY
APA-RATED TONGUE AND
GROOVE PLYWOOD
PANEL (SEE PLAN)
8d NAILS AT 6" ON CENTER AT INTERIOR
SUPPORTED EDGES (STAGGER NAILS 3"
BETWEEN ADJACENT PLYWOOD PANELS)
8d NAILS AT 6" ON CENTER AT
SUPPORTED EDGES AT
DIAPHRAGM BOUNDARY
APA-RATED TONGUE AND
GROOVE PLYWOOD PANEL
(SEE PLAN)
8d NAILS AT 12" ON CENTER AT INTERMEDIATE
FRAMING MEMBERS ("FIELD NAILING")
ROOF OR FLOOR
TRUSSES / JOISTS
(SEE PLAN)
CONTINUOUS
PANEL JOINT
AT INTERIOR CONNECTION AT END CONNECTION
(UNLESS OTHERWISE NOTED ON PLANS)
WOOD COLUMN
OR POST
LVL BEAM
WOOD COLUMN
OR POST
LVL BEAM
SIMPSON CC POST
CAPS (TYP. U.O.N.)
WOOD COLUMN
OR POST
LVL BEAM
SIMPSON ECC POST
CAPS (TYP. U.O.N.)
WOOD COLUMN
OR POST
TYPICAL POST / CONTINUOUS BEAM CONNECTION DETAILS 43TYPICAL POST / BEAM CONNECTION DETAIL
TYPICAL NAILING PATTERN PLAN AT FLOOR AND ROOF DIAPHRAGMS5 TYPICAL BUILT-UP COLUMN DETAILS6 1 1/2"1 1/2"1 1/2"1 1/2"7 8
9
13
10
14
11
15
12
16NEAR SIDEFAR SIDE1/2"Ø THRU-BOLTS
AT 12" ON CENTER
4 PLY3 PLY2 PLY
END
16d COMMON NAILS IN
OUTSIDE PLIES
3"12" 12"12" DTYPICAL BUILT-UP BEAM DETAIL
3 ROWS FOR D > 11 1/4"
2 ROWS FOR D < 11 1/4"NEAR SIDEFAR SIDE6"3"6"21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
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TAL
2020-07-06
S003
TYPICAL DETAILS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
No. REVISIONS/SUBMISSIONS Date
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
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TAL
2020-07-06
S004
ISOMETRIC VIEWS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
ISOMETRIC VIEW FROM NORTHWEST CORNER
ISOMETRIC VIEW FROM SOUTHEAST CORNER
No. REVISIONS/SUBMISSIONS Date
ISOMETRIC VIEWS ARE PROVIDED FOR
CONVENIENCE ONLY. REFER TO FRAMING
PLANS AND DETAILS FOR ALL STRUCTURAL
REQUIREMENTS.
LEVEL 1 / FOUNDATION NOTES
1. PROVIDE A 4" THICK SLAB-ON-GRADE REINFORCED WITH 6X6-W2.9XW2.9 WELDED WIRE FABRIC
(W.W.F.) SET 1 1/4" FROM THE TOP OF SLAB. REFER TO PLAN FOR TOP OF CONCRETE
ELEVATIONS. REFER TO THE FOUNDATION NOTES ON S001 FOR SUBGRADE PREPARATION
DETAILS AND REFER TO DETAIL #2 ON S002 FOR TYPICAL SLAB-ON-GRADE DETAILS.
2. SHADED AREAS INDICATED DEPRESSED SLAB AREAS. REFER TO PLANS FOR TOP OF
CONCRETE ELEVATION AT THE SLAB-ON-GRADE AND REFER TO SECTIONS FOR SLAB STEP
DETAILS.
3. THE TYPICAL FOUNDATION WALL SHALL BE AN 8" WIDE CONCRETE WALL (5 1/2" WIDE STEM
WITH A 2 1/2" WIDE SHELF BELOW THE SLAB-ON-GRADE) ON A 2'-0" WIDE X 12" THICK
CONTINUOUS CONCRETE FOOTING. THE OUTSIDE FACE OF THE WALL STEM SHALL ALIGN WITH
THE OUSTIDE FACE OF THE WOOD STUDS AT THE EXTERIOR WALLS. REFER TO PLAN FOR THE
TOP OF WALL (T.O.W.) AND TOP OF SHELF (T.O.S.) ELEVATIONS AND REFER TO SECTIONS FOR
WALL REINFORCING.
3A. PROVIDE 8" WIDE CONCRETE WALLS ON 2'-0" WIDE X 12" THICK CONTINUOUS CONCRETE
FOOTINGS ON THE INTERIOR SIDES OF THE DEPRESSED SLAB AREA. HOLD DOWN THE TOP
OF WALL 8" BELOW THE TOP OF THE SLAB-ON-GRADE AND HAUNCH THE SLAB-ON-GRADE
OVER THE TOP OF THE WALL. REFER TO SECTIONS FOR WALL REINFORCING AND
ADDITIONAL DETAILS.
3B. PROVIDE 8" WIDE CONCRETE WALLS (5 1/2" WIDE STEM WITH A 2 1/2" WIDE SHELF BELOW
THE SLAB-ON-GRADE) ON AN ECCENTRIC 2'-4" WIDE X 12" THICK CONCRETE FOOTINGS AT
EXTERIOR WALLS WITH A CAST STONE BASE (SEE ARCH. FOR EXACT LOCATIONS). REFER
TO SECTIONS FOR WALL REINFORCING AND ADDITIONAL DETAILS.
3C. PROVIDE 8" WIDE CONCRETE WALLS (5 1/2" WIDE STEM WITH A 2 1/2" WIDE SHELF BELOW
THE SLAB-ON-GRADE) ON 5'-0" WIDE X 12" THICK CONCRETE RETAINING FOOTINGS WHERE
INDICATED ON PLAN (AT AREAS WITH LOW GRADE). REFER TO SECTIONS FOR WALL
REINFORCING AND ADDITIONAL DETAILS.
3D. IDENTICAL TO WALL TYPE #3C ABOVE, EXCEPT PROVIDE #5 AT 8" ON CENTER HORIZONTAL
AND VERTICAL IN THE WALL.
4. AT DOOR OPENINGS IN THE PERIMETER FOUNDATION WALL, HOLD DOWN THE TOP OF THE
FOUNDATION WALL AND HAUNCH THE SLAB-ON-GRADE 8" OVER THE WALL. THE OUTSIDE EDGE
OF THE SLAB SHALL ALIGN WITH THE EXTERIOR FACE OF THE WALL. REFER TO SECTIONS FOR
ADDITIONAL DETAILS. COORDINATE SIZE AND LOCATION OF ALL DOOR OPENINGS WITH THE
ARCHITECTURAL DRAWINGS.
5. AT THE ELEVATOR SHAFT, PROVIDE 8" CONCRETE WALLS BELOW THE SLAB-ON-GRADE AND 8"
(NOMINAL) CMU WALLS ABOVE THE SLAB-ON-GRADE. THE INSIDE FACES OF THE CONCRETE
AND CMU WALLS SHALL ALIGN. REFER TO SECTIONS FOR CONCRETE WALL REINFORCING AND
REFER TO DETAIL #9 ON S002 FOR CMU WALL REINFORCING AND DETAILS.
6. AT THE EXTERIOR PSL POSTS AT THE ENTRY CANOPY, PROVIDE 24" X 24" CONCRETE PIERS
SUPPORTED ON 3'-0" X 3'-0" X 12" THICK FOOTINGS WITH THE BOTTOM OF THE FOOTINGS A
MINIMUM OF 4'-0" BELOW THE ADJACENT GRADE. THE TOP OF THE PIERS SHALL BE 8" BELOW
THE ADJACENT EXTERIOR SLAB (ELEVATION 229'-4"). PROVIDE CBS66 POST BASES BY SIMPSON
STRONG TIE (OR APPROVED EQUAL) AT THE PSL POST BASES AND REFER TO THE SECTION FOR
PIER AND FOOTING REINFORCING DETAILS.
7. PROVIDE A 2'-0" WIDE X 15" THICK THICKENED SLAB REINFORCED WITH (2)-#5 CONTINUOUS
BOTTOM BARS BELOW INTERIOR WOOD STUD BEARING WALLS .
8. PROVIDE A 3'-0" X 3'-0" X 12" THICK THICKENED SLAB CENTERED BELOW ISOLATED PSL POSTS
(PSL POSTS THAT ARE NOT WITHIN A WOOD STUD WALL BEARING WALL) REINFORCED WITH
(3)-#5 BOTTOM BARS EACH WAY. PSL POSTS SHALL STACK AT ALL LEVELS AND SHALL ALIGN
WITH NON-STRUCTURAL WALLS AT ALL LEVELS, UNLESS OTHERWISE NOTED ON PLAN. THE
CONTRACTOR SHALL COORDINATE ALL POST LOCATIONS WITH THE ARCHITECTURAL
DRAWINGS.
9. INDICATES A WOOD STUD WALL. REFER TO S201 FOR WALL SCHEDULES. IN GENERAL, THE
FOLLOWING WALL TYPES ARE PRESENT AT THIS LEVEL:
W-1 EXTERIOR WALLS: 2X6 STUDS AND PLATES WITH 1/2" THICK PLYWOOD
SHEATHING OVER 1" OF INSULATION ON THE EXTERIOR SIDE OF THE WALL.
W-2 CORRIDOR WALLS: 2X6 STUDS AND PLATES WITH 1/2" THICK PLYWOOD
SHEATHING ON THE UNIT SIDE OF THE WALL.
UNIT DEMISING WALLS: 2X6 PLATES WITH STAGGERED 2X4 STUDS EACH SIDE OF
THE WALL AND 1/2" THICK PLYWOOD SHEATHING ON ONE SIDE OF THE WALL.
STAIR WALLS: 2X6 STUDS AND PLATES. WHERE INDICATED, PROVIDE 1/2" THICK
PLYWOOD SHEATHING ON THE EXTERIOR SIDE OF THE WALL. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL SHEATHING REQUIREMENTS.
ALL WALLS SHALL HAVE TRIPLE TOP PLATES AND DOUBLE SILL PLATES. THE LOWER SILL PLATE
(IN CONTACT WITH CONCRETE) SHALL BE PRESSURE-TREATED SOUTHERN PINE NO. 2.
10. INDICATES THE LOCATION OF AN END POST AND HOLD DOWN AT A SHEAR WALL. REFER
TO THE WALL SCHEDULES ON S002 FOR HOLD DOWN TYPES. END POSTS AND HOLD DOWNS AT
A SHEAR WALL SHALL STACK AT ALL LEVELS.
11. C.J. INDICATES A SAW-CUT CONTROL JOINT IN THE CONCRETE SLAB-ON-GRADE. IN GENERAL,
CONTROL JOINTS SHALL BE LOCATED ALONG ONE SIDE OF THICKENED SLABS. CONTRACTOR
SHALL DETERMINE LOCATIONS OF REMAINING JOINTS FOLLOWING THESE RULES:
A. MAXIMUM DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 12'-0".
B. ASPECT RATIO OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 1.5 - 1
12. PROVIDE A 14" THICK MAT SLAB REINFORCED WITH #5 AT 12" ON CENTER TOP AND BOTTOM
EACH WAY BELOW THE ELEVATOR PIT. COORDINATE THE EXACT SIZE AND DEPTH OF THE
ELEVATOR PIT WITH THE ELEVATOR MANUFACTURER.
W-X
HD
W-1
W-2
4" SLAB-ON-GRADE
WITH 6X6-W2.9XW2.9 W.W.F.
T.O.C. EL. = 230'-0"
4" SLAB-ON-GRADE
WITH 6X6-W2.9XW2.9 W.W.F.
T.O.C. EL. = 230'-0"4" SLAB-ON-GRADEWITH 6X6-W2.9XW2.9 W.W.F.T.O.C. EL. = 230'-0"4" SLAB-ON-GRADEWITH 6X6-W2.9XW2.9 W.W.F.T.O.C. EL. = 230'-0"NOTE #3B
NOTE #3
(TYP.)
NOTE #3
(TYP.)NOTE #3
(TYP.)NOTE #3CNOTE #3C NOTE #3 (TYP.)NOTE #3C NOTE #4
NOTE #4NOTE #4
NOTE #4
ELEVATOR
OPENING
5 1/4" X 5 1/4"
PSL POST (UP)NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7
NOTE #7
NOTE #7 NOTE #7 NOTE #7
NOTE #7
NOTE #7
NOTE #7NOTE #7
NOTE #7
NOTE #7
NOTE #7
NOTE #7
NOTE #7
NOTE #7NOTE #11
(TYP.)
C.J.
C.J.C.J.C.J.NOTE #11 (TYP.)C.J.C.J.C.J.
C.J.
2
S301
4
S301
1
S301
NOTE #4NOTE #3 U.O.N.
T.O.W. = 231'-0"
T.O.S. = 229'-4"
NOTE #3C
T.O.W. = 230'-0"
T.O.S. = 229'-4"T.O.W. = 230'-0"NOTE #3DT.O.S. = 226'-8"NOTE #3CT.O.W. = 230'-0"T.O.S. = 229'-4"4" SLAB-ON-GRADEWITH 6X6-W2.9XW2.9 W.W.F.T.O.C. EL. = 227'-4"NOTE #3CT.O.W. = 230'-0"T.O.S. = 229'-4"NOTE #4 NOTE #3C NOTE #3ANOTE #3A NOTE #3A[ 221'-6" ][ 225'-0" ][ 225'-0" ][ 225'-0" ][ 225'-0" ]
[ 225'-0" ]
[ 225'-0" ][ 225'-0" ]
[ 225'-0" ]
[ 225'-0" ]
[ 225'-0" ][ 225'-0" ][ 225'-0" ][ 225'-0" ][ 225'-0" ][ 221'-6" ][ 221'-6" ][ 221'-6" ][ 221'-6" ][ 221'-6" ][ 221'-6" ][ 221'-6" ][ 223'-3" ][ 223'-3" ][ 225'-0" ][ 225'-0" ][ 225'-0" ][ 221'-6" ]
[ 221'-6" ]
1
S301
2
S301
2
S301
1
S301
1
S301
1
S301
1
S301
1
S301
1
S301
1
S301
1
S301
2
S301
2
S301
1
S301
1
S301
1
S301
4
S301
4
S301
4
S301
4
S301
7
S301
[ 223'-10" ]
[ 223'-10" ]
5 1 /4 " X 5 1 /4 " P S L P O S T (U P )
6
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
5
S301
NOTE #7
NOTE #7
NOTE #7NOTE #7NOTE #7NOTE #7NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8 NOTE #8NOTE #8
FREESTANDING PSL
POST -COORDINATE
EXACT LOCATION WITH
THE ARCHITECTURAL
DRAWINGS
NOTE #8
1
2
2
3
6
7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
L
17'-5"12'-2 3/4"12'-2 3/4"17'-5"34'-7 5/8"23'-7"11'-1"23'-7"11'-1"23'-7"23'-7"17'-7 3/4"17'-7 3/4"22'-5 3/8"34'-8"11'-1"23'-7"34'-8"23'-7"39'-3 3/4"17'-5"
17'-5"
23'-4 1/4"
S S
[ 223'-3" ]1
S301
NOTE #3 U.O.N. NOTE #3
T.O.S. = 229'-4"T.O.S. = 229'-4"T.O.W. = 231'-0"NOTE #3T.O.S. = 229'-4"NOTE #3T.O.W. = 230'-0"T.O.S. = 229'-4"T.O.W. = 231'-0"T.O.W. = 230'-0"NOTE #3T.O.W. = 230'-0"T.O.S. = 229'-4"NOTE #3
T.O.W. = 231'-0"
T.O.S. = 229'-4"
NOTE #3
T.O.W. = 230'-0"
T.O.S. = 229'-4"NOTE #3T.O.W. = 231'-0"T.O.S. = 229'-4"NOTE #3T.O.W. = 230'-0"T.O.S. = 229'-4"W -1 W -1
W-1
W-1
W-1
W-1
W-1
W -1W-1W-1
W-1W-1W-1W-1W-1W-1W-1W-1W-1W-1W-1W-1W-1W-1W -1
W-1
W -1W-1
W -4 W -4
W-4
W-3AW-3
W-3W-2
W-2 W-2
W-2
W-2
W-2W-2
W-2
W-2 W-3 W-3
W-3
W-3W-3
W-4W-4W-4W-2W-2W-2W-2W-2W-2W-2W-2W-3
W-2W-2W-3W-3W-3W-3W-3W-3W-3W-3W-4W-4NOTE #3B
(SIM)
NOTE #6 NOTE #6
3
S301
W-2
8
S301 NOTE #3NOTE #3C S2A
S301
[ 225'-0" ][ 225'-0" ]
[ 221'-6" ]NOTE #3T.O.W. = 231'-0"T.O.S. = 229'-4"NOTE #3CT.O.W. = 230'-0"T.O.S. = 229'-4"NOTE #5 (4 SIDES)
2'-0" X 2'-0" X
2'-0" SUMP PIT
NOTE #12
S[ 223'-3" ][ 223'-3" ][ 221'-6" ][ 221'-6" ]HDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
W-4
W-3
W-3A
A. REFER TO DRAWINGS S001 THROUGH S003 FOR GENERAL NOTES AND TYPICAL
DETAILS.
B. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND / OR
ELEVATIONS NOT SHOWN.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF
ALL TEMPORARY SHORING AND BRACING, AND TEMPORARY EARTH RETENTION
SYSTEMS, AS REQUIRED, TO PREVENT DAMAGE TO PERSONS OR PROPERTY.
D. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS RETAINING
BACKFILL UNLESS WALLS ARE SUFFICIENTLY BRACED, OR ENGINEERED AS A
CANTILEVER RETAINING WALL, IN ORDER TO PREVENT MOVEMENT OR
STRUCTURAL DAMAGE.
E. FOR SIZE AND LOCATION OF ALL OPENINGS, CURBS, PADS, DEPRESSIONS AND
SLOPES, REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS. COORDINATE
ALL OPENINGS PRIOR TO SHOP DRAWING SUBMITTALS. COORDINATE ALL SLOTS,
INSERTS, DOWELS, SLEEVES, PADS, ETC., AND ALL ANCHORS, PRIOR TO PLACING
CONCRETE.
F. CONSTRUCTION JOINTS IN ALL CONCRETE FOUNDATION WALLS SHALL NOT
EXCEED 40 LINEAR FEET, UNLESS CONTROL JOINTS ARE PROVIDED TO MEET
SAME.
G. [0'-0"] INDICATES BOTTOM OF FOOTING ELEVATION. REFER TO FOUNDATION
NOTES ON DRAWING S001 FOR ADDITIONAL INFORMATION.
H. INDICATES A STEP IN A CONTINUOUS WALL FOOTING. REFER TO DETAIL #5
ON S002 FOR REINFORCEMENT REQUIREMENTS AND ADDITIONAL DETAILS.
I. REFER TO PLAN FOR TOP OF WALL (T.O.W.) AND TOP OF SHELF (T.O.S.)
ELEVATIONS AT FOUNDATION WALLS.
J. T.O.C. = TOP OF CONCRETE ELEVATION.
K. REFER TO FRAMING PLANS ABOVE FOR POSTS / JAMBS FROM FLOORS AND
ROOFS ABOVE. POSTS / JAMBS SHALL CONTINUE DOWN TO THE FOUNDATION
LEVEL, UNLESS OTHERWISE NOTED. S21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
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TAL
2020-07-06
S101
LEVEL 1 / FOUNDATION PLAN
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
1/8" = 1'-0"
LEVEL 1 / FOUNDATION PLAN
No. REVISIONS/SUBMISSIONS Date
LEVEL 2 FRAMING NOTES
1. INDICATES THE SPAN DIRECTION OF 3/4" THICK TONGUE AND GROOVE PLYWOOD
SUBFLOOR SHEATHING. SHEATHING SHALL SPAN WITH THE STRONG AXIS PERPENDICULAR TO
FLOOR JOISTS OR TRUSSES AND SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS PER
THE GENERAL NOTES AND TYPICAL DETAILS. THE TOP OF SHEATHING ELEVATION AT LEVEL 2
SHALL BE 240'-4 3/4". THE DESIGN FLOOR DEAD LOAD INCLUDES 1" OF GYPCRETE TOPPING -
REFER TO THE ARCHITECTURAL DRAWINGS FOR FLOOR COMPOSITION DETAILS.
1A. INDICATES THE SPAN DIRECTION OF 5/8" THICK TONGUE AND GROOVE PLYWOOD
ROOF SHEATHING AT LOW ROOFS AND CANOPIES AT LEVEL 2. PLYWOOD SHALL SPAN WITH
THE STRONG AXIS PERPENDICULAR TO THE ROOF JOISTS AND SHALL BE GLUED AND
NAILED TO SUPPORTING MEMBERS PER THE GENERAL NOTES AND TYPICAL DETAILS.
REFER TO PLAN FOR THE TOP OF SHEATHING ELEVATION AT LOW ROOFS AND CANOPIES AT
LEVEL 2.
2. INDICATES A WOOD STUD WALL. REFER TO S201 FOR WALL SCHEDULES. IN GENERAL, THE
FOLLOWING WALL TYPES ARE PRESENT AT THIS LEVEL:
W-1 EXTERIOR WALLS: 2X6 STUDS AND PLATES WITH 1/2" THICK PLYWOOD
SHEATHING OVER 1" OF INSULATION ON THE EXTERIOR SIDE OF THE WALL.
W-2 CORRIDOR WALLS: 2X6 STUDS AND PLATES WITH 1/2" THICK PLYWOOD
SHEATHING ON THE UNIT SIDE OF THE WALL.
UNIT DEMISING WALLS: 2X6 PLATES WITH STAGGERED 2X4 STUDS EACH SIDE OF
THE WALL AND 1/2" THICK PLYWOOD SHEATHING ON ONE SIDE OF THE WALL.
STAIR WALLS: 2X6 STUDS AND PLATES. WHERE INDICATED, PROVIDE 1/2" THICK
PLYWOOD SHEATHING ON THE EXTERIOR SIDE OF THE WALL. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL SHEATHING REQUIREMENTS.
ALL WALLS SHALL HAVE TRIPLE TOP PLATES AND DOUBLE SILL PLATES.
3. INDICATES THE LOCATION OF AN END POST AND HOLD DOWN AT A SHEAR WALL. REFER
TO THE WALL SCHEDULES ON S002 FOR HOLD DOWN TYPES. END POSTS AND HOLD DOWNS AT
A SHEAR WALL SHALL STACK AT ALL LEVELS.
4. PROVIDE 22" DEEP PRE-FABRICATED WOOD FLOOR TRUSSES, TYPICALLY SPACED AT 24" ON
CENTER, EXCEPT WHERE INDICATED ON PLAN TO BE SPACED AT 19.2" ON CENTER. THE TRUSS
MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE TYPICAL UNIFORM LOADING INDICATED
BELOW, AS WELL AS THE POINT LOAD FROM ANY SUPPORTED TRUSSES OR JOISTS.
TOP CHORD: 40 PSF LIVE LOAD
20 PSF DEAD LOAD
BOTTOM CHORD: 10 PSF DEAD LOAD
FLOOR TRUSSES SHALL BE DESIGNED FOR AN ALLOWABLE LIVE LOAD DELFECTION LIMIT OF
L/480 AND AN ALLOWABLE TOTAL LOAD DEFLECTION LIMIT OF L/360.
5. FRAMING AT THE CORRIDORS AND WHERE INDICATED ON PLAN SHALL BE 2X8's TYPICALLY
SPACED AT 24" ON CENTER, EXCEPT WHERE INDICATED ON PLAN TO BE SPACED AT 12" ON
CENTER (WHERE MEMBER LENGTH IS GREATER THAN 7'-6"). PROVIDE SIMPSON STRONG-TIE
LUS26 HANGERS WHERE JOISTS ARE SUPPORTED BY BEAMS, RIMBOARDS, OR LEDGERS.
6. RECSSED FRAMING AT MEP EQUIPMENT LOCATIONS SHALL BE 2X8's SPACED AS INDICATED ON
PLAN (12", 16", OR 24" ON CENTER). COORDINATE THE EXTENTS OF THE RECESSED FRAMING
AREAS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. PROVIDE SIMPSON STRONG-TIE
LUS26 HANGERS WHERE JOISTS ARE SUPPORTED BY BEAMS, RIMBOARDS, OR LEDGERS.
7. FRAMING AT LOW ROOF AREAS SHALL BE CANTILVERED 2X10 JOISTS AT 24" ON CENTER.
PROVIDE 2X10 BLOCKING BETWEEN JOISTS OVER THE BEARING WALL AND A SIMPSON STRONG-
TIE H2.5A HURRICANE TIE AT EACH JOIST AT THE BEARING WALL. PROVIDE A SIMPSON STRONG-
TIE LUS28 HANGER AT EACH END OF EACH JOISTS (AT THE 2X10 RIMBOARD AND THE LVL BEAM
SUPPORT). REFER TO THE ARCHITECTURAL DRAWINGS FOR THE CANTILEVER DIMENSION.
7A. FRAMING AT THE LEVEL 2 CANOPY SHALL BE 2X10 JOISTS AT 16" ON CENTER. PROVIDE A
SIMPSON STRONG-TIE LUS28 HANGER WHERE CANOPY JOISTS ARE SUPPORTED BY
BEAMS.
8. PROVIDE SIMPSON STRONG-TIE TB TYPE BRIDING (OR EQUAL) BETWEEN TRUSSES AT 10'-0" ON
CENTER (MAXIMUM).
9. WHERE INDICATED, PROVIDE A 9 1/2" DEEP LVL LEDGER ANCHORED TO THE SIDE OF THE CMU
WALL WITH PAIRS OF 5/8"Ø EPOXY ANCHORS AT 24" ON CENTER (5 1/2" VERTICAL SPACING, 5"
MINIMUM EMBEDMENT).
10. REFER TO THE BEAM AND HEADER SCHEDULES ON THIS DRAWING FOR BEAM AND HEADER
SIZES. WHERE NO HEADER SIZE IS INDICATED AT INTERIOR WALLS, PROVIDE (3)-7 1/4" LVL's
WITH (2) JACK AND (1) KING STUDS AT EACH END. WHERE NO HEADER SIZE IS INDICATED AT
EXTERIOR WALLS, PROVIDE (2)-7 1/4" DEEP LVL's WITH 2" OF INSULATION BETWEEN THE PLIES
AND (2) JACK AND (2) KING STUDS AT EACH END.
11. AT THE ELEVATOR SHAFT, PROVIDE 8" (NOMINAL) CMU WALLS ON ALL SIDES. REFER TO DETAIL
#9 ON S002 FOR CMU WALL REINFORCING AND DETAILS.
12. WHERE STUDS IN BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY HORIZONTAL
CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE HSS2-SDS1.5 STUD SHOE AT EACH
AFFECTED STUD. THE MAXIMUM CONDUIT OR PIPE SIZE SHALL BE 2 3/8" OUTSIDE DIAMETER.
13. WHERE PLATES OR SILLS OF BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY
VERTICAL CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE CTS218 STRAP TIE AT EACH
PENETRATED PLATE OR SILL. THE MAXIMUM GAP AT PENETRATIONS SHALL BE 4 1/2".
14. ISOLATED PSL POSTS (SUPPORTING GIRDER TRUSSES AT THE ATTIC FRAMING LEVEL) SHALL
STACK AT ALL LEVELS AND SHALL ALIGN WITH NON-STRUCTURAL WALLS AT ALL LEVELS,
UNLESS OTHERWISE NOTED ON PLAN. THE CONTRACTOR SHALL COORDINATE ALL POST
LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. END STUDS IN THE NON-STRUCTURAL
PARTITION WALLS SHALL BE FASTENED TO THE POSTS ON ALL SIDES THAT CONTACT THE
POSTS.
15. PROVIDE FIRE WALL HANGERS (DG / DGB / DGH TYPE BY SIMPSON STRONG-TIE OR APPROVED
EQUAL) WHERE WOOD FRAMING BEARS ON RATED STAIR WALLS. COORDINATE ALL WALL
RATING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS.
HD
W-X
W-1
W-2
NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #4NOTE #4NOTE #4NOTE #4NOTE #1NOTE #1NOTE #1NOTE #1NOTE #5NOTE #1NOTE #1NOTE #1NOTE #4
NOTE #1
NOTE #4
NOTE #4 NOTE #4 NOTE #4
NOTE #1 NOTE #1 NOTE #1
NOTE #4
NOTE #1
NOTE #4
NOTE #1
NOTE #4
NOTE #1
NOTE #5
NOTE #5
NOTE #1
NOTE #1
NOTE #1
NOTE #4 (19.2" ON CENTER)
NOTE #1
NOTE #5 (12" O.C.)NOTE #7NOTE #5NOTE #5NOTE #1NOTE #1ANOTE #1ELEVATOR
OPENING
STAIR
OPENING
STAIR OPENINGNOTE #8NOTE #8NOTE #8
NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8
NOTE #8
NOTE #11
NOTE
#11
NOTE #9
NOTE #9NOTE #9NOTE #1AOPEN TO
BELOW
B-1 NOTE #4NOTE #1NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #8NOTE #4NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #4 (19.2" ON CENTER)
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
NOTE #8
(12" O.C.)
NOTE #5
NOTE #5(12" O.C.)NOTE #5NOTE #5NOTE #1NOTE #1(12" O.C.)NOTE #5NOTE #5NOTE #1NOTE #1(12" O.C.)NOTE #5NOTE #1
NOTE #1
TOP OF SHEATHING
ELEVATION = 240'-0"
(24" O.C.)
NOTE #6
B-1 (16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)
NOTE #6
(16" O.C.)
NOTE #6
(16" O.C.)
NOTE #6
(16" O.C.)
NOTE #6
(24" O.C.)
NOTE #6
(24" O.C.)
NOTE #6
(16" O.C.)
NOTE #6
(24" O.C.)
NOTE #6
7
S302
NOTE #7A1
S302
2
S302
1
S302
2
S302
1
S302
1
S302
2
S302
2
S302
1
S302
1
S302
1
S302
1
S302
2
S302
2
S3022
S302
2
S302
2
S302
1
S302
2
S302
1
S302
1
S302
1
S302
1
S302
2
S302
2
S302
2
S3022
S302
2
S302
2
S302
2
S302
2
S302
2
S302
2
S302
2
S302
1
S302
1
S302
1
S302
1
S302
1
S302
1
S302
2
S302
1
S302
2
S302
2
S302
2
S302
2
S302
2
S302
2
S302
2
S302
1
S302
1
S302
1
S302
1
S302
1
S302
NOTE #83
S302
4
S302
3
S302
4
S302
4
S302
4
S302
3
S302
4
S302
4
S302
3
S302
4
S302
3
S302
4
S302
5
S302
NOTE #8
TOP OF SHEATHING
ELEVATION = 239'-4"
6
S302
6
S302
6
S302NOTE #8
6
S302
6
S302 NOTE #86
S302
6
S302 NOTE #86
S302
6
S302
8
S302
8
S302
NOTE #88
S302
8
S302
8
S302
8
S302
8
S302
NOTE #8
11
S302
9
S302
9
S302
9
S302
9
S302
9A
S302
9A
S302
9A
S302
9A
S302
9A
S302
9A
S302
9A
S302
9A
S302
10
S302
10
S302
10
S302
NOTE #6
(16" O.C.)
1
2
2
3
4
5 6
7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
L
17'-5"12'-2 3/4"12'-2 3/4"17'-5"34'-7 5/8"23'-7"11'-1"23'-7"11'-1"23'-7"23'-7"17'-7 3/4"17'-7 3/4"
5 0 .0 0 °50.00°22'-5 3/8"34'-8"11'-1"23'-7"34'-8"23'-7"39'-3 3/4"17'-5"
12'-2 3/4"
12'-2 3/4"
17'-5"
H-1
H-1
H-1
H-1
H-1 H-1H-1H-1H-1H-1H-1H-1H-2H-2H-3H-4H-2H-2H-5H-4H-4H-5H-5H-4H-2H-4H-4 H-4 H-4
H-6
H-4
H-6
H-4
H-2
H-2 H-4 H-5 H-2 H-4
H-2 H-2 H-2
H-2
H-2 H-2 H-2
H-4 H-2 H-4
H-2 H-2
H-5 H-5 H-2
H-1 H-1 H-1 H-1
H-2H-5H-4H-4H-5H-2H-4H-2H-2H-2H-2H-2MARK BEAM SIZE
LEVEL 2 BEAM SCHEDULE
END POSTS / REACTIONS
B-1 (3)-7 1/4" DEEP LVL's 5 1/4" X 5 1/4" PSL
POST EACH END
B-2 (3)-22" DEEP LVL's 5 1/4" X 5 1/4" PSL
POST EACH END
1. ALL BEAMS SHALL BE FLUSH FRAMED (TOP OF BEAM TO
MATCH TOP OF SUPPORTED TRUSSES OR RAFTERS)
UNLESS OTHERWISE NOTED.
MARK BEAM SIZE
LEVEL 2 HEADER SCHEDULE
END POSTS / REACTIONS
H-1 (1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-2 (2)-7 1/4" DEEP LVL's
WITH INSULATION
1. REFER TO THE ARCHITECTURAL DRAWINGS FOR HEADER
ELEVATIONS AND ADDITIONAL DETAILS.
2. ALL EXTERIOR HEADERS SHALL HAVE INSULATION
BETWEEN THE PLIES (2" INSULATION AT LVL HEADERS, 2 1/2"
INSULATION AT DIMENSIONAL LUMBER HEADERS). OVERALL
WIDTH OF EXTERIOR HEADERS SHALL BE 5 1/2".
(2)-2X8's WITH
INSULATION
(1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-3 (2)-9 1/4" DEEP LVL's
WITH INSULATION
(1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-4 (2)-7 1/4" DEEP LVL's
WITH INSULATION
(1)-5 1/2" LVL JACK STUD
+ (1)-2X6 KING STUD
H-5 (2)-9 1/4" DEEP LVL's
WITH INSULATION
(2)-2X6 JACK STUD +
(1)-5 1/2" LVL KING STUD
H-6 (2)-7 1/4" DEEP LVL's
WITH INSULATION
(1)-2X6 JACK STUD +
(1)-5 1/2" LVL KING STUD
H-7 (3)-5 1/2" LVL's (1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-8 (3)-7 1/4" LVL's (2)-2X6 JACK STUD +
(1)-2X6 KING STUD
B-1
B-1B-1B-1B-1
B-1B-1
B-1
NOTE #6
(12" O.C.)
H-8
B-1B-1B-1B-1B-1B-1B-1B-1
H-8
H-8H-8H-8H-8H-8H-8H-8H-8 H-8 H-8
B-1
B-2B-2H-7H-7
H-8H-8H-8B-2 B-2
B-2
B-2
B-2
H-8H-7B-3 5 1/4" X 22" PSL 5 1/4" X 5 1/4" PSL
POST EACH END
B-3 B-2B-2
B-4 5 1/4" X 5 1/4" PSL
POST EACH END(3)-9 1/4" DEEP LVL'sB-4B-4B-2
NOTE #4
B-5 3 1/2" X 5 1/4" PSL POST
R = 5500# @ GIRDER(3)-11 7/8" DEEP LVL'sB-4B-5
B-5B-52X10 FASCIA
BOARD
B-4 B-2W-4 W-4
W-4
W-3A
W-2
W-2
W-2
W-2W-2W-2
W-2 W-3 W-3
W-3
W-3
W-4W-4W-4
W-3
W-2
W-1W-1W-1W-1W-1W-1W-1W-2W-2W-2W-2W-2W-2W-2W-2W-2W-2W-3W-3W-3W-3W-4W-4W-2W-3
W-1 W-1
W-1
W-1
W-1
W-1
W-3 W-3
W-2
W-1
W-1
W-1W-3W-3W-3W-1W-1W-1W-3W-1W-1W-1NOTE #14
(TYPICAL)
NOTE #14
(TYPICAL)
(BELOW ONLY)HDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HDHDHDHD
HD
W-4
W-3
W-3A
NOTE #15
(TYP.)NOTE #15 (TYP.)H-5
H-5H-5H-5H-5H-5H-5A. REFER TO DRAWINGS S001 THROUGH S003 FOR GENERAL NOTES AND TYPICAL
DETAILS.
B. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND / OR
ELEVATIONS NOT SHOWN.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF
ALL TEMPORARY SHORING AND BRACING, AS REQUIRED, TO PREVENT DAMAGE
TO PERSONS OR PROPERTY.
D. REFER TO FRAMING PLANS ABOVE FOR POSTS / JAMBS FROM FLOORS AND
ROOFS ABOVE. POSTS / JAMBS SHALL CONTINUE DOWN TO THE FOUNDATION
LEVEL, UNLESS OTHERWISE NOTED.
E. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL
OPENINGS (MECHANICAL OR OTHERWISE) AT WOOD-FRAMED FLOORS WITH THE
MECHANICAL AND ARCHITECTURAL DRAWINGS. FRAME OPENINGS WITH DOUBLE
2X4 HEADERS SUSPENDED BY TRUSSES,JOISTS, OR LEDGERS. SHIFT TRUSSES
AND JOISTS AS REQUIRED TO ACCOMMODATE SHAFTS. DO NOT EXCEED THE
MAXIMUM TRUSS SPACING INDICATED ON PLAN.
F. "R = XX#" INDICATES THE REACTION AT THE END OF A JOIST OR BEAM FOR THE
SELECTION OF A SUITABLE METAL CONNECTOR BY THE BUILDER.
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
As indicated
6/30/2020 2:15:58 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S102
LEVEL 2 FRAMING PLAN
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
1/8" = 1'-0"
LEVEL 2 FRAMING PLAN
No. REVISIONS/SUBMISSIONS Date
ELEVATOR
OPENING
STAIR
OPENING
STAIR OPENINGNOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #4NOTE #1NOTE #1NOTE #4C
NOTE #1
NOTE #5NOTE #5NOTE #1NOTE #1NOTE #4C
NOTE #8
NOTE #8NOTE #8NOTE #10
NOTE #10
NOTE #4NOTE #4NOTE #4NOTE #1NOTE #1NOTE #7NOTE #7B-1 NOTE #4NOTE #1NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7NOTE #7
NOTE #7NOTE #4NOTE #4
NOTE #1
NOTE #7
NOTE #7
(16" O.C.)
NOTE #6
NOTE #4
NOTE #1
NOTE #7
NOTE #7
(16" O.C.)
NOTE #6
NOTE #4
NOTE #1
NOTE #7
NOTE #7
(16" O.C.)
NOTE #6
NOTE #1
NOTE #4 (19.2" ON CENTER)
NOTE #7
NOTE #7
NOTE #4C
NOTE #1
NOTE #7
NOTE #7
NOTE #4
NOTE #7
NOTE #7
NOTE #1
(16" O.C.)
NOTE #6
NOTE #4
NOTE #1
NOTE #7
(16" O.C.)
NOTE #6
8
S302
NOTE #7
NOTE #1
NOTE #4 (19.2" ON CENTER)
NOTE #7
NOTE #7
(24" O.C.)
NOTE #6
(24" O.C.)
NOTE #6
NOTE #4
NOTE #1
NOTE #7
NOTE #7
8
S302
NOTE #4CNOTE #1NOTE #7(24" O.C.)
NOTE #6 (16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)NOTE #6(16" O.C.)
NOTE #6
NOTE #5NOTE #1NOTE #5
NOTE #5
NOTE #1
NOTE #1 (12" O.C.)
NOTE #5
NOTE #5(12" O.C.)NOTE #5NOTE #5NOTE #1NOTE #1(12" O.C.)NOTE #5NOTE #5NOTE #1NOTE #1(12" O.C.)NOTE #5LEVEL 3 FRAMING NOTES
1. INDICATES THE SPAN DIRECTION OF 3/4" THICK TONGUE AND GROOVE PLYWOOD
SUBFLOOR SHEATHING. SHEATHING SHALL SPAN WITH THE STRONG AXIS PERPENDICULAR TO
FLOOR JOISTS OR TRUSSES AND SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS PER
THE GENERAL NOTES AND TYPICAL DETAILS. THE TOP OF SHEATHING ELEVATION AT LEVEL 3
SHALL BE 250'-10 3/4". THE DESIGN FLOOR DEAD LOAD INCLUDES 1" OF GYPCRETE TOPPING -
REFER TO THE ARCHITECTURAL DRAWINGS FOR FLOOR COMPOSITION DETAILS.
2. INDICATES A WOOD STUD WALL. REFER TO S201 FOR WALL SCHEDULES. IN GENERAL, THE
FOLLOWING WALL TYPES ARE PRESENT AT THIS LEVEL:
W-1 EXTERIOR WALLS: 2X6 STUDS AND PLATES WITH 1/2" THICK PLYWOOD
SHEATHING OVER 1" OF INSULATION ON THE EXTERIOR SIDE OF THE WALL.
W-2 CORRIDOR WALLS: 2X6 STUDS AND PLATES WITH 1/2" THICK PLYWOOD
SHEATHING ON THE UNIT SIDE OF THE WALL.
UNIT DEMISING WALLS: 2X6 PLATES WITH STAGGERED 2X4 STUDS EACH SIDE OF
THE WALL AND 1/2" THICK PLYWOOD SHEATHING ON ONE SIDE OF THE WALL.
W-4 STAIR WALLS: 2X6 STUDS AND PLATES. WHERE INDICATED, PROVIDE 1/2" THICK
PLYWOOD SHEATHING ON THE EXTERIOR SIDE OF THE WALL. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL SHEATHING REQUIREMENTS.
ALL WALLS SHALL HAVE TRIPLE TOP PLATES AND DOUBLE SILL PLATES.
3. INDICATES THE LOCATION OF AN END POST AND HOLD DOWN AT A SHEAR WALL. REFER TO
THE WALL SCHEDULES ON S002 FOR HOLD DOWN TYPES. END POSTS AND HOLD DOWNS AT A
SHEAR WALL SHALL STACK AT ALL LEVELS.
4. PROVIDE 22" DEEP PRE-FABRICATED WOOD FLOOR TRUSSES, TYPICALLY SPACED AT 24" ON
CENTER, EXCEPT WHERE INDICATED ON PLAN TO BE SPACED AT 19.2" ON CENTER. THE TRUSS
MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE TYPICAL UNIFORM LOADING INDICATED
BELOW, AS WELL AS THE POINT LOAD FROM ANY SUPPORTED TRUSSES OR JOISTS.
TOP CHORD: 40 PSF LIVE LOAD
20 PSF DEAD LOAD
BOTTOM CHORD: 10 PSF DEAD LOAD
FLOOR TRUSSES SHALL BE DESIGNED FOR AN ALLOWABLE LIVE LOAD DELFECTION LIMIT OF
L/480 AND AN ALLOWABLE TOTAL LOAD DEFLECTION LIMIT OF L/360.
4A. "PWFGT" INDICATES A PREFABRICATED WOOD FLOOR GIRDER TRUSS. IN ADDITION TO
THE LOADS INDICATED IN NOTE #4, THE TRUSS MANUFACTURER SHALL DESIGN THE
FLOOR GIRDER TRUSS TO ACCOMMODATE THE POINT LOADS FROM THE SUPPORTED
TRUSSES OR BEAMS. PROVIDE MULTIPLE-PLY GIRDER TRUSSES AS REQUIRED.
4B. IN ADDITION TO THE UNIFORM LOADS INDICATED IN NOTE #4, THE INDICATED FLOOR
TRUSSES SHALL BE DESIGNED FOR A POINT LOAD OF 400 POUNDS (DEAD LOAD) AND
200 POUNDS (SNOW LOAD) BELOW THE WOOD STUD WALL ABOVE (POINT LOADS MAY
BE REDUCED PROPORTIONALLY FOR TRUSS SPACINGS CLOSER THAN 24" ON CENTER).
4C. IN ADDITION TO THE UNIFORM LOADS INDICATED IN NOTE #4, THE INDICATED FLOOR
TRUSSES SHALL BE DESIGNED FOR A POINT LOAD OF 575 POUNDS (DEAD LOAD) AND
650 POUNDS (SNOW LOAD) BELOW THE WOOD STUD WALL ABOVE (POINT LOADS MAY
BE REDUCED PROPORTIONALLY FOR TRUSS SPACINGS CLOSER THAN 24" ON CENTER).
HD
W-4
W-X
W-1
W-2
W-3
2
S303
1
S303
4
S303
3
S303
1
S303
1
S303
1
S303
1
S303
4
S303
2
S303
1
S303
2
S303
1
S303
8
S303
4
S303
4
S303
4
S303
8
S303
4
S303
8
S303
8
S303
4
S303
8
S303
8
S303
4
S303
8
S303
8
S303
2
S302
1
S302
2
S302
2
S302
1
S302
9
S303
3
S303
3
S303
3
S303
3
S303
NOTE #72
S302
1
S302
2
S302
1
S302
9
S303
4
S303
4
S303
1
S303
2
S303
8
S303
8
S303
1
S302
4
S303
4
S303
2
S303
8
S303
4
S303
2
S303
5
S303
5
S303
7
S303
7
S303
2
S302
6
S303
NOTE #6
(16" O.C.)
NOTE #6
(16" O.C.)
(24" O.C.)
NOTE #6 PWFGTNOTE #13
(TYP.)
NOTE #13
(TYP.)
NOTE #13
(TYP.)
NOTE #13
(TYP.)
NOTE #13
(TYP.)NOTE #13 (TYP.)NOTE #13 (TYP.)NOTE #13 (TYP.)NOTE #13 (TYP.)NOTE #13 (TYP.)NOTE #13 (TYP.)NOTE #13
(TYP.)
NOTE #13
(TYP.)
1
2
2
3
4
5 6
7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
L
17'-5"12'-2 3/4"12'-2 3/4"17'-5"34'-7 5/8"23'-7"11'-1"23'-7"11'-1"23'-7"23'-7"17'-7 3/4"17'-7 3/4"22'-5 3/8"34'-8"11'-1"23'-7"34'-8"23'-7"39'-3 3/4"17'-5"
12'-2 3/4"
12'-2 3/4"
17'-5"
H-1
H-1
H-1
H-1
H-1 H-1H-1 H-1 H-1H-1 H-1 H-1H-4H-2H-4H-5H-5H-4H-4H-5H-2H-2H-2H-2H-2H-4H-4 H-4 H-4
H-6
H-4
H-5
H-4
H-2
H-4
H-5
H-2
H-2 H-4
H-2 H-2 H-2
H-2
H-2 H-2 H-2 H-2
H-5 H-5
H-2 H-2
H-4H-2
H-2 H-3 H-2
H-2H-2H-2H-2H-4H-2H-2H-5H-4H-4H-5H-2MARK BEAM SIZE
LEVEL 3 BEAM SCHEDULE
END POSTS / REACTIONS
1. ALL BEAMS SHALL BE FLUSH FRAMED (TOP OF BEAM TO
MATCH TOP OF SUPPORTED TRUSSES OR RAFTERS)
UNLESS OTHERWISE NOTED (SEE NOTE #2).
2. BEAMS MARKED WITH AN * SHALL BE SET WITH THE
BOTTOM OF BEAM FLUSH WITH THE UNDERSIDE OF THE
SUPPORTED FLOOR TRUSSES.
MARK BEAM SIZE
LEVEL 3 HEADER SCHEDULE
END POSTS / REACTIONS
H-1 (1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-2 (2)-7 1/4" DEEP LVL's
WITH INSULATION
1. REFER TO THE ARCHITECTURAL DRAWINGS FOR HEADER
ELEVATIONS AND ADDITIONAL DETAILS.
2. ALL EXTERIOR HEADERS SHALL HAVE INSULATION
BETWEEN THE PLIES (2" INSULATION AT LVL HEADERS, 2 1/2"
INSULATION AT DIMENSIONAL LUMBER HEADERS). OVERALL
WIDTH OF EXTERIOR HEADERS SHALL BE 5 1/2".
(2)-2X8's WITH
INSULATION
(1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-3 (2)-9 1/4" DEEP LVL's
WITH INSULATION
(1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-4 (2)-7 1/4" DEEP LVL's
WITH INSULATION
(1)-5 1/2" LVL JACK STUD
+ (1)-2X6 KING STUD
H-5 (2)-9 1/4" DEEP LVL's
WITH INSULATION
(2)-2X6 JACK STUD +
(1)-5 1/2" LVL KING STUD
H-6 (2)-2X8's WITH
INSULATION
(1)-2X6 JACK STUD +
(1)-5 1/2" LVL KING STUD
H-7 (3)-5 1/2" LVL's (1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-8 (3)-7 1/4" LVL's (2)-2X6 JACK STUD +
(1)-2X6 KING STUD
W-4 W-4
W-4
W-3A
W-2 W-2
W-2
W-2W-2
W-2 W-3 W-3
W-2
W-3
W-4W-4
W-3
W-2
W-3
W-1
W-1
W-1
W-1
W-1
W-3 W-3
W-2
W-1
W-1W-1
W-1W-1W-1W-1W-2W-2W-2W-2W-2W-2W-2W-2W-2W-2W-3W-3W-3W-3W-4W-4W-3W-3W-3W-1W-1W-1W-3W-1W-1W-1W-1
W-2
H-2 H-4
W-4W-1W-1W-1W-1B-1
B-1 (3)-7 1/4" DEEP LVL's 5 1/4" X 5 1/4" PSL
POST EACH END
B-2 (3)-22" DEEP LVL's 5 1/4" X 5 1/4" PSL
POST EACH END
B-3*(3)-18" DEEP LVL's 5 1/4" X 5 1/4" PSL
POST EACH END
B-4 (3)-2X6 POST
EACH END(2)-9 1/4" DEEP LVL's
B-5 3 1/2" X 5 1/4" PSL POST
R = 5500# @ GIRDER(3)-11 7/8" DEEP LVL's
B-1 B-1
B-1
B-1
B-1
B-2
H-8 H-7B-2B-2B-2B-2
B-2
B-2
B-2
B-2 B-2
B-2
B-1
B-1 B-1
B-1
B-2B-2
B-1B-1
H-8
B-2
B-3*B-3*B-4B-5
B-4B -2
B-2
H-8H-8H-8H-7H-7B-1B-1B-2B-2H-8H-8B-1B-1B-1B-1H-8H-8H-8H-8H-8B-1NOTE #4BNOTE #4 NOTE #4BNOTE #4NOTE #4BNOTE #4BNOTE #4BNOTE #4CNOTE #4BNOTE #4BNOTE #4B
NOTE #4NOTE #4BNOTE #4B
NOTE #4NOTE #4NOTE #4
NOTE #4
NOTE #4
NOTE #4
NOTE #4
NOTE #4C
NOTE #4C
NOTE #4BNOTE #4 NOTE #4CNOTE #4DNOTE #4DNOTE #4NOTE #4NOTE #14NOTE #14NOTE #14NOTE #14NOTE #14NOTE #14NOTE #14NOTE #14NOTE #14 NOTE #14
NOTE #14
NOTE #14
NOTE #14
NOTE #14NOTE #14NOTE #14
NOTE #14NOTE #145
S305
4D. IN ADDITION TO THE LOADS INDICATED IN NOTE #4, THE INDICATED FLOOR TRUSSES
SHALL BE DESIGNED FOR AN ADDITIONAL 300 PLF DEAD LOAD AND 3000 PLF SNOW LOAD
AT THE PORTION OF THE TRUSS SUPPORTING A WOOD STUD BEARING WALL ABOVE,
ALONG WITH A POINT LOAD OF 1800 POUNDS (DEAD LOAD) AND 3000 POUNDS (SNOW
LOAD) LOCATED AT THE END OF THE WALL. TRUSS TYPES 4D SHALL BE CENTERED
BELOW THE WOOD STUD BEARING WALL ABOVE.
5. FRAMING AT THE CORRIDORS AND WHERE INDICATED ON PLAN SHALL BE 2X8's TYPICALLY
SPACED AT 24" ON CENTER, EXCEPT WHERE INDICATED ON PLAN TO BE SPACED AT 12" ON
CENTER (WHERE MEMBER LENGTH IS GREATER THAN 7'-6"). PROVIDE SIMPSON STRONG-TIE
LUS26 HANGERS WHERE JOISTS ARE SUPPORTED BY BEAMS, RIMBOARDS, OR LEDGERS.
6. RECSSED FRAMING AT MEP EQUIPMENT LOCATIONS SHALL BE 2X8's SPACED AS INDICATED ON
PLAN (12", 16", OR 24" ON CENTER). COORDINATE THE EXTENTS OF THE RECESSED FRAMING
AREAS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. PROVIDE SIMPSON STRONG-TIE
LUS26 HANGERS WHERE JOISTS ARE SUPPORTED BY BEAMS, RIMBOARDS, OR LEDGERS.
7. PROVIDE SIMPSON STRONG-TIE TB TYPE BRIDING (OR EQUAL) BETWEEN TRUSSES AT 10'-0" ON
CENTER (MAXIMUM).
8. WHERE INDICATED, PROVIDE A 9 1/2" DEEP LVL LEDGER ANCHORED TO THE SIDE OF THE CMU
WALL WITH PAIRS OF 5/8"Ø EPOXY ANCHORS AT 24" ON CENTER (5 1/2" VERTICAL SPACING, 5"
MINIMUM EMBEDMENT).
9. REFER TO THE BEAM AND HEADER SCHEDULES ON THIS DRAWING FOR BEAM AND HEADER
SIZES. WHERE NO HEADER SIZE IS INDICATED AT INTERIOR WALLS, PROVIDE (3)-7 1/4" LVL's
WITH (2) JACK AND (1) KING STUDS AT EACH END. WHERE NO HEADER SIZE IS INDICATED AT
EXTERIOR WALLS, PROVIDE (2)-7 1/4" DEEP LVL's WITH 2" OF INSULATION BETWEEN THE PLIES
AND (2) JACK AND (2) KING STUDS AT EACH END.
10. AT THE ELEVATOR SHAFT, PROVIDE 8" (NOMINAL) CMU WALLS ON ALL SIDES. REFER TO DETAIL
#9 ON S002 FOR CMU WALL REINFORCING AND DETAILS.
11. WHERE STUDS IN BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY HORIZONTAL
CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE HSS2-SDS1.5 STUD SHOE AT EACH
AFFECTED STUD. THE MAXIMUM CONDUIT OR PIPE SIZE SHALL BE 2 3/8" OUTSIDE DIAMETER.
12. WHERE PLATES OR SILLS OF BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY
VERTICAL CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE CTS218 STRAP TIE AT EACH
PENETRATED PLATE OR SILL. THE MAXIMUM GAP AT PENETRATIONS SHALL BE 4 1/2".
13. REFER TO SECTIONS FOR STRUCTURAL DETAILS AT EAVE GROUPS AT LEVEL 3.
14. WHERE WOOD STUDS WALLS ARE SUPPORTED ON WOOD FLOOR TRUSSES (SEE NOTES #4B
AND #4C), PROVIDE (3)-2X4 BETWEEN THE ROOF TRUSSES BELOW THE WALL ABOVE. DESIGN
REACTION = 600# AT EACH END OF EACH TRIPLE 2X4.
15. ISOLATED PSL POSTS (SUPPORTING GIRDER TRUSSES AT THE ATTIC FRAMING LEVEL) SHALL
STACK AT ALL LEVELS AND SHALL ALIGN WITH NON-STRUCTURAL WALLS AT ALL LEVELS,
UNLESS OTHERWISE NOTED ON PLAN. THE CONTRACTOR SHALL COORDINATE ALL POST
LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. END STUDS IN THE NON-STRUCTURAL
PARTITION WALLS SHALL BE FASTENED TO THE POSTS ON ALL SIDES THAT CONTACT THE
POSTS.
16. PROVIDE FIRE WALL HANGERS (DG / DGB / DGH TYPE BY SIMPSON STRONG-TIE OR APPROVED
EQUAL) WHERE WOOD FRAMING BEARS ON RATED STAIR WALLS. COORDINATE ALL WALL
RATING REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS.
NOTE #15
(TYPICAL)
NOTE #15
(TYPICAL)HDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HDHDHDHD
HD
W-3A
NOTE #16
(TYP.)NOTE #16 (TYP.)H-5
H-5H-5H-5
H-5H-5H-5A. REFER TO DRAWINGS S001 THROUGH S003 FOR GENERAL NOTES AND TYPICAL
DETAILS.
B. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND / OR
ELEVATIONS NOT SHOWN.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF
ALL TEMPORARY SHORING AND BRACING, AS REQUIRED, TO PREVENT DAMAGE
TO PERSONS OR PROPERTY.
D. REFER TO FRAMING PLANS ABOVE FOR POSTS / JAMBS FROM FLOORS AND
ROOFS ABOVE. POSTS / JAMBS SHALL CONTINUE DOWN TO THE FOUNDATION
LEVEL, UNLESS OTHERWISE NOTED.
E. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL
OPENINGS (MECHANICAL OR OTHERWISE) AT WOOD-FRAMED FLOORS WITH THE
MECHANICAL AND ARCHITECTURAL DRAWINGS. FRAME OPENINGS WITH DOUBLE
2X4 HEADERS SUSPENDED BY TRUSSES,JOISTS, OR LEDGERS. SHIFT TRUSSES
AND JOISTS AS REQUIRED TO ACCOMMODATE SHAFTS. DO NOT EXCEED THE
MAXIMUM TRUSS SPACING INDICATED ON PLAN.
F. "R = XX#" INDICATES THE REACTION AT THE END OF A JOIST OR BEAM FOR THE
SELECTION OF A SUITABLE METAL CONNECTOR BY THE BUILDER.
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
As indicated
6/30/2020 2:16:04 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S103
LEVEL 3 FRAMING PLAN
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
1/8" = 1'-0"
LEVEL 3 FRAMING PLAN
No. REVISIONS/SUBMISSIONS Date
7
S305
1
S304
7
S304
2
S304
6
S304
6
S304
MECHANICAL ATTIC FRAMING NOTES
1. INDICATES THE SPAN DIRECTION OF 5/8" THICK TONGUE AND GROOVE PLYWOOD
SUBFLOOR SHEATHING. SHEATHING SHALL SPAN WITH THE STRONG AXIS PERPENDICULAR TO
FLOOR JOISTS OR TRUSSES AND SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS PER
THE GENERAL NOTES AND TYPICAL DETAILS. THE TOP OF SHEATHING ELEVATION AT THE
MECHANICAL ATTIC SHALL BE 261'-4".
2. REFER TO FRAMING PLANS BELOW FOR WOOD STUD WALL LOCATIONS AND TYPES, AND
REFER TO S201 FOR WOOD STUD WALL SCHEDULES. ALL WALLS SHALL HAVE TRIPLE TOP
PLATES AND DOUBLE SILL PLATES.
3. PROVIDE A SIMPSON STRONG-TIE HURRICANE TIE OR JOIST HANGER AT THE END OF ALL ROOF
TRUSSES BEARING ON A WOOD STUD BEARING WALL. WHERE NO SIZE IS INDICATED ON PLAN
OR BY THE TRUSS SUPPLIER, PROVIDE AN H2.5A HURRICANE TIE.
4. PROVIDE 20" DEEP PRE-FABRICATED WOOD ROOF TRUSSES SPACED AT 24" ON CENTER AT THE
MECHANICAL ROOF WELLS. THE TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE
TYPICAL UNIFORM LOADING INDICATED BELOW, AS WELL AS THE POINT LOAD FROM ANY
SUPPORTED TRUSSES OR JOISTS.
TOP CHORD: 100 PSF LIVE LOAD
35 PSF SNOW LOAD
20 PSF DEAD LOAD
BOTTOM CHORD: 10 PSF DEAD LOAD
IN ADDITION TO THE UNIFORM LOADS INDICATED ABOVE, THE ROOF TRUSSES SHALL BE
DESIGNED FOR A POINT LOAD OF 450 POUNDS (DEAD LOAD) AND 420 POUNDS (SNOW LOAD)
BELOW THE WOOD STUD WALL ABOVE (POINT LOADS MAY BE REDUCED PROPORTIONALLY FOR
TRUSS SPACINGS CLOSER THAN 24" ON CENTER).
ROOF TRUSSES SHALL BE DESIGNED FOR AN ALLOWABLE LIVE LOAD DELFECTION LIMIT OF
L/360 AND AN ALLOWABLE TOTAL LOAD DEFLECTION LIMIT OF L/240.
4A. "PWRGT" INDICATES A PREFABRICATED WOOD FLOOR GIRDER TRUSS. IN ADDITION TO
THE LOADS INDICATED IN NOTE #4, THE TRUSS MANUFACTURER SHALL DESIGN THE
FLOOR GIRDER TRUSS TO ACCOMMODATE THE POINT LOADS FROM THE SUPPORTED
TRUSSES OR BEAMS. PROVIDE MULTIPLE-PLY GIRDER TRUSSES AS REQUIRED.
4B. INDICATES A PREFABRICATED WOOD ROOF GIRDER TRUSS. IN ADDITION TO THE LOADS
INDICATED IN NOTE #4 AND NOTE #4A, THE TRUSS MANUFACTURER SHALL DESIGN FOR
AN ADDITIONAL 130 PLF DEAD LOAD AND 70 PLF SNOW LOAD AT THE PORTION OF THE
TRUSS SUPPORTING A WOOD STUD BEARING WALL ABOVE.
4C. PREFABRICATED WOOD FLOOR GIRDER TRUSSES AROUND THE PERIMETER OF THE
ROOF WELL SHALL BE DESIGNED FOR THE FOLLOWING LOADS:
TOP CHORD: 750 PLF SNOW LOAD
650 PLF DEAD LOAD
BOTTOM CHORD: 125 PLF DEAD LOAD
200 PLF LIVE LOAD
THESE LOADS INCLUDE THE REACTIONS FROM SUPPORTED PREFABRICATED WOOD
ROOF TRUSSES (WHERE APPLICABLE). THE TRUSS MANFACTURER SHALL DESIGN AND
DETAIL ALL SPLICES.
5. FRAMING AT THE MECHANICAL ATTIC LEVEL SHALL BE 9 1/2" DEEP LVL's TYPICALLY SPACED AT
24" ON CENTER. PROVIDE SIMPSON STRONG-TIE IUS1.81/9.5 HANGERS WHERE JOISTS ARE
SUPPORTED BY BEAMS, RIMBOARDS, OR LEDGERS.
6. PROVIDE SIMPSON STRONG-TIE TB TYPE BRIDING (OR EQUAL) BETWEEN TRUSSES AT 10'-0" ON
CENTER (MAXIMUM).
7. WHERE INDICATED, PROVIDE A 9 1/2" DEEP LVL LEDGER ANCHORED TO THE SIDE OF THE CMU
WALL WITH PAIRS OF 5/8"Ø EPOXY ANCHORS AT 24" ON CENTER (5 1/2" VERTICAL SPACING, 5"
MINIMUM EMBEDMENT).
8. REFER TO THE BEAM AND HEADER SCHEDULES ON THIS DRAWING FOR BEAM AND HEADER
SIZES. WHERE NO HEADER SIZE IS INDICATED AT INTERIOR WALLS, PROVIDE (3)-7 1/4" LVL's
WITH (2) JACK AND (1) KING STUDS AT EACH END. WHERE NO HEADER SIZE IS INDICATED AT
EXTERIOR WALLS, PROVIDE (2)-7 1/4" DEEP LVL's WITH 2" OF INSULATION BETWEEN THE PLIES
AND (2) JACK AND (2) KING STUDS AT EACH END.
9. AT THE ELEVATOR SHAFT, PROVIDE 8" (NOMINAL) CMU WALLS ON ALL SIDES. REFER TO DETAIL
#9 ON S002 FOR CMU WALL REINFORCING AND DETAILS.
10. WHERE STUDS IN BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY HORIZONTAL
CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE HSS2-SDS1.5 STUD SHOE AT EACH
AFFECTED STUD. THE MAXIMUM CONDUIT OR PIPE SIZE SHALL BE 2 3/8" OUTSIDE DIAMETER.
11. WHERE PLATES OR SILLS OF BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY
VERTICAL CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE CTS218 STRAP TIE AT EACH
PENETRATED PLATE OR SILL. THE MAXIMUM GAP AT PENETRATIONS SHALL BE 4 1/2".
12. WHERE WOOD STUDS WALLS ARE SUPPORTED ON WOOD ROOF TRUSSES (AT THE
MECHANICAL WELLS), PROVIDE (3)-2X4 BETWEEN THE ROOF TRUSSES BELOW THE WALL
ABOVE. DESIGN REACTION = 500# AT EACH END OF EACH TRIPLE 2X4.
PWRGT -NOTE #4B
PWRGT -NOTE #4B PWRGT - NOTE #4BPWRGT - NOTE #4B
NOTE #4
NOTE#4NOTE #5
NOTE #5
NOTE #5NOTE #5NOTE #1
NOTE #1NOTE #1NOTE #1 NOTE #5NOTE #1NOTE #1
NOTE #1
NOTE #1INDICATES OUTLINE OF THIRD
FLOOR WALLS BELOW
INDICATES OUTLINE OF THIRD
FLOOR WALLS BELOWINDICATES OUTLINE OF THIRD FLOOR WALLS BELOWINDICATES OUTLINE OF THIRD FLOOR WALLS BELOWINDICATES OUTLINE OF THIRD FLOOR WALLS BELOWINDICATES OUTLINE OF THIRD
FLOOR WALLS BELOW
1
2
2
3
4
5 6
7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
L
17'-5"12'-2 3/4"12'-2 3/4"17'-5"34'-7 5/8"23'-7"11'-1"23'-7"11'-1"23'-7"23'-7"17'-7 3/4"17'-7 3/4"22'-5 3/8"34'-8"11'-1"23'-7"34'-8"23'-7"39'-3 3/4"17'-5"
12'-2 3/4"
12'-2 3/4"
17'-5"NOTE #5NOTE #1NOTE #5
MARK BEAM SIZE
ROOF BEAM SCHEDULE
END POSTS / REACTIONS
B-1 (3)-20" DEEP LVL's 5 1/4" X 5 1/4" PSL POST
B-2 (3)-9 1/2" DEEP LVL's 5 1/4" X 5 1/4" PSL POST
R = 3000# AT PWFGT
1. ALL BEAMS SHALL BE FLUSH FRAMED (TOP OF BEAM TO
MATCH TOP OF SUPPORTED TRUSSES OR RAFTERS)
UNLESS OTHERWISE NOTED.
MARK BEAM SIZE
ROOF HEADER SCHEDULE
END POSTS / REACTIONS
H-1 (1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-2 (3)-7 1/4" DEEP LVL's
1. REFER TO THE ARCHITECTURAL DRAWINGS FOR HEADER
ELEVATIONS AND ADDITIONAL DETAILS.
2. ALL EXTERIOR HEADERS SHALL HAVE INSULATION
BETWEEN THE PLIES (2" INSULATION AT LVL HEADERS, 2 1/2"
INSULATION AT DIMENSIONAL LUMBER HEADERS). OVERALL
WIDTH OF EXTERIOR HEADERS SHALL BE 5 1/2".
(3)-5 1/2" DEEP LVL's
(2)-2X6 JACK STUD +
(1)-2X6 KING STUDB-1NOTE #4
NOTE #12
(TYP.)
NOTE #12
(TYP.)NOTE #12 (TYP.)NOTE #12 (TYP.)B-1
H-2
H-2H-2H-2H-2H-2H-2H-2H-2H-2
H-2
H-2 H-2 H-1H-2
H-2
B-2
B -2
B-2NOTE #5
B-2
B-2 H-11
S304
1
S304
7
S304
7
S304
7
S304
2
S304
2
S304
PWRGT - NOTE #4C PWRGT - NOTE #4C PWRGT - NOTE #4C PWRGT - NOTE #4C
PWRGT - NOTE #4C
PWRGT - NOTE #4CPWRGT - NOTE #4CPWRGT - NOTE #4CPWRGT - NOTE #4CPWRGT - NOTE #4C
PWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CNOTE #7
NOTE #7
NOTE #7NOTE #7NOTE #5
(4 SIDES)
NOTE #7
NOTE #7NOTE #7
A. REFER TO DRAWINGS S001 THROUGH S003 FOR GENERAL NOTES AND TYPICAL
DETAILS.
B. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND / OR
ELEVATIONS NOT SHOWN.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF
ALL TEMPORARY SHORING AND BRACING, AS REQUIRED, TO PREVENT DAMAGE
TO PERSONS OR PROPERTY.
D. REFER TO FRAMING PLANS ABOVE FOR POSTS / JAMBS FROM FLOORS AND
ROOFS ABOVE. POSTS / JAMBS SHALL CONTINUE DOWN TO THE FOUNDATION
LEVEL, UNLESS OTHERWISE NOTED.
E. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL
OPENINGS (MECHANICAL OR OTHERWISE) AT WOOD-FRAMED FLOORS WITH THE
MECHANICAL AND ARCHITECTURAL DRAWINGS. FRAME OPENINGS WITH DOUBLE
2X4 HEADERS SUSPENDED BY TRUSSES,JOISTS, OR LEDGERS. SHIFT TRUSSES
AND JOISTS AS REQUIRED TO ACCOMMODATE SHAFTS. DO NOT EXCEED THE
MAXIMUM TRUSS SPACING INDICATED ON PLAN.
F. "R = XX#" INDICATES THE REACTION AT THE END OF A JOIST OR BEAM FOR THE
SELECTION OF A SUITABLE METAL CONNECTOR BY THE BUILDER.
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
As indicated
6/30/2020 2:16:07 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S104
LOW ROOF FRAMING PLAN
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
1/8" = 1'-0"
LOW ROOF FRAMING PLAN
No. REVISIONS/SUBMISSIONS Date
RB-3VB-3VB-2
7
S305
3
S305
3
S305
1
S304
1
S304
1
S304
1
S304
1
S304
1
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
7
S304
2
S304
2
S304
2
S304
2
S304
3
S303
4
S305
9
S303
5
S303
6
S305
ROOF FRAMING NOTES
1. INDICATES THE SPAN DIRECTION OF 5/8" THICK TONGUE AND GROOVE PLYWOOD ROOF
SHEATHING. SHEATHING SHALL SPAN WITH THE STRONG AXIS PERPENDICULAR TO ROOF
RAFTERS OR TRUSSES AND SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS PER THE
GENERAL NOTES AND TYPICAL DETAILS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE
TOP OF SHEATHING ELEVATION AND SLOPES AT THE ROOF.
2. REFER TO FRAMING PLANS BELOW FOR WOOD STUD WALL LOCATIONS AND TYPES, AND
REFER TO S201 FOR WOOD STUD WALL SCHEDULES. ALL WALLS SHALL HAVE TRIPLE TOP
PLATES AND DOUBLE SILL PLATES.
2A. INDIVIDUAL STUD LENGTHS IN GABLE END WALLS SHALL NOT EXCEED 10'-6". PROVIDE
GABLE END TRUSSES AS REQUIRED WHERE WALL LENGTHS EXCEED THIS VALUE. THE
TRUSS MANUFACTURER SHALL DESIGN THE VERTICAL MEMBERS TO RESIST THE WIND
LOADS AS SPECIFIED ON DRAWING S001.
3. PROVIDE A SIMPSON STRONG-TIE HURRICANE TIE OR JOIST HANGER AT THE END OF ALL ROOF
TRUSSES OR RAFTERS BEARING ON A WOOD STUD BEARING WALL. WHERE NO SIZE IS
INDICATED ON PLAN OR BY THE TRUSS SUPPLIER, PROVIDE AN H2.5A HURRICANE TIE.
4. PROVIDE PRE-FABRICATED WOOD ROOF TRUSSES SPACED AT A MAXIMUM OF 24" ON CENTER.
REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT SLOPES AND PROFILES OF ROOF
TRUSSES AND TO THE STRUCTURAL SECTIONS FOR ADDITIONAL DETAILS. THE TRUSS
MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE TYPICAL UNIFORM LOADING INDICATED
BELOW, AS WELL AS THE POINT LOAD FROM ANY SUPPORTED TRUSSES OR JOISTS.
TOP CHORD: 35 PSF SNOW LOAD
20 PSF DEAD LOAD
BOTTOM CHORD: 10 PSF DEAD LOAD
ROOF TRUSSES SHALL BE DESIGNED FOR AN ALLOWABLE LIVE LOAD DELFECTION LIMIT OF
L/360 AND AN ALLOWABLE TOTAL LOAD DEFLECTION LIMIT OF L/240.
4A. "PWRGT" INDICATES A PREFABRICATED WOOD ROOF GIRDER TRUSS. IN ADDITION TO
THE LOADS INDICATED IN NOTE #4, THE TRUSS MANUFACTURER SHALL DESIGN THE
FLOOR GIRDER TRUSS TO ACCOMMODATE THE POINT LOADS FROM THE SUPPORTED
TRUSSES OR BEAMS. PROVIDE MULTIPLE-PLY GIRDER TRUSSES AS REQUIRED.
5. FRAMING AT THE FLAT ROOF SHALL BE 16" DEEP LVL's SPACED AT 24" ON CENTER. PROVIDE
SIMPSON STRONG-TIE IUS1.81/16 HANGERS WHERE JOISTS ARE SUPPORTED BY BEAMS,
RIMBOARDS, OR LEDGERS.
6. WHERE INDICATED, PROVIDE 9 1/2" DEEP LVL RAFTER AT 24" ON CENTER, EXCEPT WHERE
INDICATED ON PLAN TO BE SPACED AT 16" ON CENTER. PROVIDE A 2X6 RAFTER TAIL AT THE
LOW END OF EACH RAFTER. REFER TO SECTIONS FOR RAFTER TAIL ATTACHMENT DETAILS.
6A. WHERE A SLOPED RAFTER SUPPORTS A VALLEY BEAM, PROVIDE A DOUBLE 9 1/2" DEEP
LVL RAFTER (3 1/2" OVERAL WIDTH) WITH A SINGLE 2X6 RAFTER TAIL.
7. PROVIDE 2X8 RAFTERS AT 24" ON CENTER AT DORMER ROOFS, EXCEPT WHERE INDICATED ON
PLAN TO BE AT 12" ON CENTER. PROVIDE AN A35 FRAMING ANGLE AT EACH END OF RAFTERS
WITH A HORIZONTAL LENGTH OF 10'-0" OR LESS AND A35 ANGLES EACH SIDE AT EACH END OF
RAFTERS WITH A HORIZONTAL LENGTH GREATER THAN 10'-0".
7A. SIMILAR TO NOTE #7, EXCEPT PROVIDE 2X10 RAFTERS.
7B. SIMILAR TO NOTE #7, EXCEPT PROVIDE 9 1/2" DEEP LVL RAFTERS.
8. REFER TO DRAWING S104 FOR DESIGN LOADING AND DETAILS AT THE PREFABRICATED WOOD
ROOF GIRDER TRUSSES ALONG THE MECHANICAL ROOF WELL.
9. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE LENGTHS OF LOOKOUT RAFTERS (WHERE
SHOWN ON PLAN). PROVIDE A 2X6 FASCIA BOARD, 2X6 BLOCKING BETWEEN RAFTERS OVER
THE BEARING LINE, AND SIMPSON STRONG-TIE A34 ANGLES AT EACH END OF EACH LOOKOUT
RAFTER.
10. PROVIDE SIMPSON STRONG-TIE TB TYPE BRIDING (OR EQUAL) BETWEEN TRUSSES AND / OR
RAFTERS AT 8'-0" ON CENTER (MAXIMUM).
11. WHERE INDICATED, PROVIDE A W8X21 HOIST BEAM WITH WITH 5/8" THICK X 6" WIDE X 12" LONG
BEARING PLATES AT EACH END WITH (2)-5/8"Ø EPOXY ANCHORS INTO THE CMU WALL.
COORDINATE THE LOCATION AND ELEVATION OF THE HOIST BEAM WITH THE ELEVATOR
SUPPLIER.
12. REFER TO THE BEAM AND HEADER SCHEDULES ON THIS DRAWING FOR BEAM AND HEADER
SIZES. WHERE NO HEADER SIZE IS INDICATED AT INTERIOR WALLS, PROVIDE (3)-7 1/4" LVL's
WITH (2) JACK AND (1) KING STUDS AT EACH END. WHERE NO HEADER SIZE IS INDICATED AT
EXTERIOR WALLS, PROVIDE (2)-11 1/4" DEEP LVL's WITH 2" OF INSULATION BETWEEN THE PLIES
AND (2) JACK AND (2) KING STUDS AT EACH END.
13. AT THE ELEVATOR SHAFT, PROVIDE 8" (NOMINAL) CMU WALLS ON ALL SIDES. REFER TO DETAIL
#9 ON S002 FOR CMU WALL REINFORCING AND DETAILS.
14. WHERE STUDS IN BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY HORIZONTAL
CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE HSS2-SDS1.5 STUD SHOE AT EACH
AFFECTED STUD. THE MAXIMUM CONDUIT OR PIPE SIZE SHALL BE 2 3/8" OUTSIDE DIAMETER.
15. WHERE PLATES OR SILLS OF BEARING WALLS AND / OR SHEAR WALLS ARE PENETRATED BY
VERTICAL CONDUIT OR PIPES, PROVIDE A SIMPSON STRONG-TIE CTS218 STRAP TIE AT EACH
PENETRATED PLATE OR SILL. THE MAXIMUM GAP AT PENETRATIONS SHALL BE 4 1/2".
16. PROVIDE BLOCKING BETWEEN TRUSSES AS REQUIRED AT SOLAR PANEL MOUNTING BRACKETS.
COORDINATE EXACT DETAIL AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. NOTE #4NOTE #4
WOOD STUD BEARING
WALL (DOWN)WOOD STUD BEARING WALL (DOWN)NOTE #4
NOTE #4
NOTE #4
NOTE #4NOTE #4NOTE #4NOTE #4NOTE #4NOTE #4
NOTE #4
NOTE #4NOTE #4 NOTE #4
2X6 RAFTERS AT 24" ON CENTERPWRGT
(NOT
E
#
4
A)PWRGT
(NOT
E
#
4
A)
NOTE#5
NOTE #5
NOTE #5
NOTE #5NOTE #5NOTE #5NOTE #6
NOTE #6 NOTE #6
NOTE #6 (16"
ON CENTER)
NOTE #6 (16"
ON CENTER)
NOTE #6 (16"
ON CENTER)
NOTE #6 (16"
ON CENTER)
NOTE #6
NOTE #6
NOTE #6NOTE #6
NOTE #6NOTE #6NOTE #6 NOTE #6NOTE #6NOTE #6NOTE #6NOTE #6ANOTE #6A
NOTE #6A
NOTE #6A
NOTE #6A
NOTE #6A
NOTE #6A NOTE #6ANOTE #6A
NOTE #6A
MARK BEAM SIZE
ROOF BEAM SCHEDULE
END POSTS / REACTIONS
B-1 (3)-16" DEEP LVL's 3 1/2" X 5 1/4" PSL POST;
R=7000# AT GIRDER TRUSS
B-1
B-2 (3)-5 1/2" DEEP LVL's 5 1/4" X 5 1/4" PSL
POST EACH END
B-2RB-1 (2)-9 1/2" DEEP LVL's 3 1/2" X 5 1/4" PSL POST;
R=1750# AT GIRDER TRUSSRB-1RB-1
RB-1
RB-1
RB-1 RB-1VB-1 (2)-9 1/2" DEEP LVL's 3 1/2" X 5 1/4" PSL POST;
R=1900# AT GIRDER TRUSSVB-1VB-1V B -1
V
B
-1
VB-1V B -1
VB-1V B -1 VB-1V B -1 VB-1VB-1RB-2 (2)-11 7/8" DEEP LVL's 3 1/2" X 5 1/4" PSL POST;
R=2400# AT GIRDER TRUSS
VB-2 (2)-11 7/8" DEEP LVL's 3 1/2" X 5 1/4" PSL POST;
R=2750# AT GIRDER TRUSS
RB-2
RB-2
V B -2VB-2VB-2RB-3 (3)-14" DEEP LVL's 5 1/4" X 5 1/4" PSL POST;
R=6000# AT GIRDER TRUSS
VB-3 (3)-14" DEEP LVL's 5 1/4" X 5 1/4" PSL POST;
R=6500# AT GIRDER TRUSS VB-3RB-3NOTE #7A
9 1/2" DEEP LVL RAFTER
(R = 1000# EACH END)
NOTE #7A
9 1/2" DEEP LVL RAFTER
(R = 1000# EACH END)
NOTE #7A
9 1/2" DEEP LVL RAFTER
(R = 1000# EACH END)
NOTE #7A
9 1/2" DEEP LVL RAFTER
(R = 1000# EACH END)NOTE #7NOTE #7NOTE #7
NOTE #7
7 1/4" DEEP LVL RAFTER
(R = 850# EACH END)
7 1/4" DEEP LVL RAFTER
(R = 850# EACH END)NOTE #7NOTE #7NOTE #7
NOTE #7
7 1/4" DEEP LVL RAFTER (R = 850# EACH END)
7 1/4" DEEP LVL RAFTER (R = 850# EACH END)NOTE #7NOTE #7
7 1/4" DEEP LVL RAFTER
(R = 850# EACH END)
7 1/4" DEEP LVL RAFTER
(R = 850# EACH END)
NOTE #7 NOTE #71'-0"1'-0"NOTE #7NOTE #7
1'-0"1'-0"NOTE #7NOTE #77 1/4" DEEP LVL RAFTER
(R = 850# EACH END)
NOTE #7
NOTE #7
NOTE #7NOTE #71'-0"1'-0"7 1/4" DEEP LVL RAFTER (R = 850# EACH END)
7 1/4" DEEP LVL RAFTER (R = 850# EACH END)
NOTE #7 NOTE #7NOTE #7NOTE #77 1/4" DEEP LVL RAFTER
(R = 850# EACH END)
NOTE #7A
NOTE #7A
NOTE #7A
NOTE #7ANOTE #7BNOTE #7B NOTE #7BNOTE #7B
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT
RAFTERS AT 16"
ON CENTER
2X6 LOOKOUT
RAFTERS AT 16"
ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT RAFTERS AT 16" ON CENTER2X6 LOOKOUT RAFTERS AT 16" ON CENTER2X6 LOOKOUT RAFTERS AT 16" ON CENTER
2X6 LOOKOUT RAFTERS AT 16" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 LOOKOUT
RAFTERS AT 16"
ON CENTER
2X6 LOOKOUT
RAFTERS AT 16"
ON CENTER
2X6 LOOKOUT RAFTERS AT 16" ON CENTER (AT HIGH ROOF)2X6 LOOKOUT RAFTERS AT 16" ON CENTER (AT LOW ROOF)NOTE #6NOTE #62X6 COLLAR TIES2X6 LOOKOUT RAFTERS AT 16" ON CENTER 2X6 LOOKOUT RAFTERS AT 16" ON CENTER 1'-0"1'-0"
PWRGT - NOTE #4CPWRGT - NOTE #4CPWRGT - NOTE #4CPWRGT - NOTE #4CPWRGT - NOTE #4C
PWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT -NOTE #4CPWRGT - NOTE #4C PWRGT - NOTE #4C PWRGT - NOTE #4C PWRGT - NOTE #4C
PWRGT - NOTE #4C
3
S304
3
S304
3
S304
3
S304
5
S304
NOTE #11
NOTE #10
NOTE #10
NOTE #10
NOTE #10
NOTE #10
NOTE #10
NOTE #10
NOTE #10
NOTE #10
NOTE #10NOTE #10NOTE #10NOTE #10NOTE #10NOTE #10NOTE #10NOTE #10NOTE #10NOTE #1
NOTE #1
NOTE #1
NOTE #1 NOTE #1
NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1
NOTE #1
NOTE #1 NOTE #1
NOTE #1 NOTE #1
NOTE #1 NOTE #1 NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1
NOTE #1
NOTE #1
NOTE #1
NOTE #1
NOTE #1NOTE #1NOTE #1NOTE #1NOTE #1
NOTE #1
NOTE #1
NOTE #1
NOTE #1
NOTE #1 NOTE #1NOTE #1NOTE #1
1. ALL BEAMS SHALL BE FLUSH FRAMED (TOP OF BEAM TO
MATCH TOP OF SUPPORTED TRUSSES OR RAFTERS)
UNLESS OTHERWISE NOTED.
2. "RB" INDICATES A RIDGE BEAM.
3. "VB" INDICATES A VALLEY BEAM.
4
S304
1
2
2
3
4
5 6
7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
L
MARK BEAM SIZE
ROOF HEADER SCHEDULE
END POSTS / REACTIONS
H-1 (1)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-2 (2)-7 1/4" DEEP LVL's
WITH INSULATION
1. REFER TO THE ARCHITECTURAL DRAWINGS FOR HEADER
ELEVATIONS AND ADDITIONAL DETAILS.
2. ALL EXTERIOR HEADERS SHALL HAVE INSULATION
BETWEEN THE PLIES (2" INSULATION AT LVL HEADERS, 2 1/2"
INSULATION AT DIMENSIONAL LUMBER HEADERS). OVERALL
WIDTH OF EXTERIOR HEADERS SHALL BE 5 1/2".
(2)-2X8's WITH
INSULATION H-1 H-1 H-1H-1 H-2 H-1H-1 H-1H-2H-2H-2
H-2 H-2
H-2H-2H-1
H-1
H-1
H-1H-1H-2H-1H-1H-1 H-1 H-1 H-1
H-1 H-2 H-1
H-1H-1H-1H-1H-2H-1H-1H-2H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-2H-1H-1H-2H-2H-2H-2H-2H-1H-1H-2H-1H-1H-1H-1H-1H-2 H-2 H-2 H-2 H-2
H-1 H-1 H-1
H-1H-1H-2H-1H-1
H-1H-1H-1
(1)-2X6 JACK STUD +
(1)-2X6 KING STUD
NOTE #4H-3 (3)-7 1/4" DEEP LVL's (2)-2X6 JACK STUD +
(1)-2X6 KING STUD
H-3H-3H-3H-3NOTE #2A (TYPICAL
AT GABLE ENDS)
NOTE #2A (TYPICAL
AT GABLE ENDS)
NOTE #2A (TYPICAL
AT GABLE ENDS)
NOTE #2A (TYPICAL
AT GABLE ENDS)
NOTE #2A (TYPICAL
AT GABLE ENDS)
NOTE #2A (TYPICAL
AT GABLE ENDS)
NOTE #2A (TYPICAL AT GABLE ENDS)
NOTE #2A (TYPICAL AT GABLE ENDS)
NOTE #2A (TYPICAL AT GABLE ENDS)
NOTE #2A (TYPICAL AT GABLE ENDS)
NOTE #2A (TYPICAL AT GABLE ENDS)
NOTE #2A (TYPICAL AT GABLE ENDS)
NOTE #2A (TYPICAL
AT GABLE ENDS)
5
S305
2
S305
1
S305
B-3 (2)-16" DEEP LVL's BEARING ON SILL
PLATE AT CMU WALL
B-3
A. REFER TO DRAWINGS S001 THROUGH S003 FOR GENERAL NOTES AND TYPICAL
DETAILS.
B. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND / OR
ELEVATIONS NOT SHOWN.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF
ALL TEMPORARY SHORING AND BRACING, AS REQUIRED, TO PREVENT DAMAGE
TO PERSONS OR PROPERTY.
D. REFER TO FRAMING PLANS ABOVE FOR POSTS / JAMBS FROM FLOORS AND
ROOFS ABOVE. POSTS / JAMBS SHALL CONTINUE DOWN TO THE FOUNDATION
LEVEL, UNLESS OTHERWISE NOTED.
E. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL
OPENINGS (MECHANICAL OR OTHERWISE) AT WOOD-FRAMED FLOORS WITH THE
MECHANICAL AND ARCHITECTURAL DRAWINGS. FRAME OPENINGS WITH DOUBLE
2X4 HEADERS SUSPENDED BY TRUSSES,JOISTS, OR LEDGERS. SHIFT TRUSSES
AND JOISTS AS REQUIRED TO ACCOMMODATE SHAFTS. DO NOT EXCEED THE
MAXIMUM TRUSS SPACING INDICATED ON PLAN.
F. "R = XX#" INDICATES THE REACTION AT THE END OF A JOIST OR BEAM FOR THE
SELECTION OF A SUITABLE METAL CONNECTOR BY THE BUILDER.
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
As indicated
6/30/2020 2:16:08 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S105
ROOF FRAMING PLAN
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
1/8" = 1'-0"
ROOF FRAMING PLAN
No. REVISIONS/SUBMISSIONS Date
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING OVER 1 1/2" OF INSULATION
10d COMMON @
6" ON CENTER
WOOD STUD WALL SCHEDULE - GENERAL NOTES:
A. REFER TO THE GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S001
THROUGH S004 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS.
B. REFER TO PLAN NOTES, SECTIONS, AND TYPICAL DETAILS FOR ADDITIONAL NAILING
REQUIREMENTS IN ADDITION THE THOSE INDICATED IN THE WALL SCHEDULES.
C. ALL STUDS AND PLATES SHALL BE SPRUCE-PINE-FIR NO. 1 / NO. 2 OR BETTER,
UNLESS OTHERWISE INDICATED IN THE WALL SCHEDULES, PLAN NOTES, OR DETAILS
TO BE A HIGH GRADE OR SPECIES OF LUMBER.
D. ALL SILL PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED
SOUTHERN PINE NO. 2 OR BETTER. UNLESS OTHERWISE NOTED, SILL ANCHORS
SHALL BE 1/2" SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS WITH 3 1/2"
MINIMUM EDMBEDMENT INTO THE CONCRETE AND 1 3/4" MINIMUM EDGE DISTANCE.
REFER TO WALL SCHEDULES FOR SILL PLATE ANCHOR SPACING. THERE SHALL BE A
MINIMUM OF 2 ANCHORS PER EACH PIECE OF SILL PLATE.
NOTE: AS A SUBSTITUTE FOR TITEN HD SCREW ANCHORS, 1/2" DIAMETER CAST-IN
PLACE HEADED ANCHOR RODS MAY BE USED (6" MIN. EMBEDMENT) AT THE
PRESCRIBED ANCHOR SPACING.
E. THE FOLLOWING DETAILS SHALL APPLY FOR ALL WOOD STUD WALLS, UNLESS MORE
STRINGENT REQUIREMENTS ARE NOTED ON PLAN, SECTIONS, OR WALL SCHEDULES:
a. TOP PLATE SPLICES: TOP PLATES SPLICES SHALL BE SIMPSON STRONG-TIE
TYPICAL TPA39 WITH FULL 8d NAILING. TOP PLATE SPLICES SHALL BE OFFSET
NOT LESS THAN 48" BETWEEN ADJACENT SPLICES.
b. CONNECTION OF BOTTOM PLATES TO RIMBOARDS / WALL PLATES BELOW:
REFER TO PLAN OR SECTIONS FOR CONNECTION REQUIREMENTS. WHERE
NO DETAILS ARE INDICATED, PROVIDE A MINIMUM OF 16d NAILS AT 6" ON
CENTER.
F. PLY-TO-PLY CONNECTION AT END POSTS: UNLESS OTHERWISE NOTED, PROVIDE (2)
ROWS OF 16d NAILS AT 6" ON CENTER.
G. APPLY PLYWOOD SHEATHING (WHERE INDICATED IN THE WALL SCHEDULES)
DIRECTLY TO ONE SIDE OF WOOD STUD WALLS, EXCEPT WHERE EXTERIOR ZIP
SYSTEMS ARE USED. AT DEMISING WALLS, THE PLYWOOD SHEATHING MAY BE ON
EITHER SIDE OF THE WALL, BUT MUST BE ON THE SAME SIDE OF THE WALL AT ALL
LEVELS.
H. THE MINIMUM HORIZONTAL AND / OR VERTICAL DIMENSION OF ANY INDIVIDUAL
SHEATHING PANEL WITHIN A SHEAR WALL SHALL NOT BE LESS THAN 2'-0" WITHOUT
THE PERMISSION OF THE STRUCTURAL ENGINEER.
I. PROVIDE 2x4 BLOCKING AT ALL PLWOOD SHEATHING PANEL EDGES THAT DO NOT
ALIGN WITH WALL STUDS OR PLATES. NAILING REQUIREMENTS AT PANEL EDGES (AS
INDICATED IN THE WALL SECTIONS ON THIS DRAWING) SHALL APPLY AT PANEL
EDGES AT TOP AND BOTTOM PLATES, END POSTS, STUDS, AND HORIZONTAL
BLOCKING.
J. HOLD DOWN LOCATIONS ARE INDICATED ON PLAN THUSLY: . PROVIDE HOLD
DOWN TYPES PER THE WALL SCHEDULES.
K. AT THE LEVEL 3 COMPOSITE SLAB-ON-DECK, THE HOLD DOWN ANCHOR RODS SHALL
BE WELDED DIRECTLY TO THE TOP FLANGE OF THE STEEL BEAMS - POST-INSTALLED
EPOXY OR EXPANSION ANCHORS ARE NOT AN ADEQUATE SUBSTITUTE. THE
CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL HOLD DOWNS AND END
POSTS AT WOOD WALLS TO ALIGN WITH STEEL BEAM LOCATIONS AT LEVEL 3. THE
CONTRACTOR SHALL ALSO COORDINATE BOX-OUTS IN THE COMPOSITE SLAB TO
FACILITATE WELDING AT HOLD DOWNS OR SHALL DRILL THROUGH THE COMPOSITE
SLAB AT ANCHOR ROD LOCATIONS. PROVIDE SECONDARY INFILL POURS TO FILL ALL
POCKETS IN THE COMPOSITE SLAB AFTER HOLD DOWNS ARE WELDED.
HD
1'-4"1'-4"
1'-4"1'-4"8" (TYP.)
2X4 STUDS @ 16" O.C. EACH FACE, STAGGERED 8" BETWEEN FACES,
WITH 2X6 TOP AND BOTTOM PLATES AND 1/2" PLYWOOD SHEATHING ON
ONE SIDE OF THE WALL. PLYWOOD SHEATHING MAY BE ON EITHER SIDE
OF THE WALL, BUT MUST BE ON THE SAME SIDE OF THE WALL OVER THE
WHOLE HEIGHT OF THE WALL.5 1/2"W-3: TYPICAL DEMISING WALL SCHEDULE
END POSTSSTUDS TOP AND BOTTOM PLATES WOOD STRUCTURAL PANELS
POST SIZE AND
QUANTITY
STUD SIZE
AND SPACING
PLATE GRADE
AND SPECIES WOOD STRUCTURAL PANEL TYPE PLATE SIZE AND
QUANTITY
NAILING AT
PANEL EDGES
NAILING AT
INTERMEDIATE STUDS
LEVEL 3 5 1/4" X 5 1/4" PSL2X4 @ 16" O.C.
STAGGERED SPF NO. 2 (2)-2X6 TOP
(2)-2X6 SILL
LEVEL 2 5 1/4" X 5 1/4" PSL2X4 @ 16" O.C.
STAGGERED SPF NO. 2 (2)-2X6 TOP
(2)-2X6 SILL
LEVEL 1 5 1/4" X 5 1/4" PSL2X4 @ 16" O.C.
STAGGERED SPF NO. 2 (2)-2X6 TOP
(2)-2X6 SILL
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
HOLD DOWN /
TENSION TIE TYPE DETAIL TYPE
HOLD DOWN / TENSION TIE DETAIL
BETWEEN WALL END POSTS
SILL PLATE ANCHORAGE TO THE FOUNDATION 1/2"Ø SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS AT 24" ON CENTER
NOTES
W-2: TYPICAL CORRIDOR WALL SCHEDULE
END POSTSSTUDS TOP AND BOTTOM PLATES WOOD STRUCTURAL PANELS
POST SIZE AND
QUANTITY
STUD SIZE
AND SPACING
PLATE GRADE
AND SPECIES WOOD STRUCTURAL PANEL TYPE PLATE SIZE AND
QUANTITY
NAILING AT
PANEL EDGES
NAILING AT
INTERMEDIATE STUDS
LEVEL 3 (3)-2X6 SPF NO. 2
(3)-2X6 TOP
(2)-2X6 SILL
LEVEL 2 (3)-2X6 SPF NO. 2
(3)-2X6 TOP
(2)-2X6 SILL
LEVEL 1 (3)-2X6 SOUTHERN
PINE NO. 2
(3)-2X6 TOP
(2)-2X6 SILL
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
HOLD DOWN /
TENSION TIE TYPE DETAIL TYPE
HOLD DOWN / TENSION TIE DETAIL
BETWEEN WALL END POSTS
SILL PLATE ANCHORAGE TO THE FOUNDATION 1/2"Ø SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS AT 32" ON CENTER
W-1: TYPICAL EXTERIOR WALL SCHEDULE
END POSTSSTUDS TOP AND BOTTOM PLATES WOOD STRUCTURAL PANELS
POST SIZE AND
QUANTITY
STUD SIZE
AND SPACING
PLATE GRADE
AND SPECIES WOOD STRUCTURAL PANEL TYPE PLATE SIZE AND
QUANTITY
NAILING AT
PANEL EDGES
NAILING AT
INTERMEDIATE STUDS
LEVEL 3 (2)-2X62X6 @ 16" O.C. SPF NO. 2 (3)-2X6 TOP
(2)-2X6 SILL
LEVEL 2 (2)-2X62X6 @ 16" O.C. SPF NO. 2 (3)-2X6 TOP
(2)-2X6 SILL
LEVEL 1 (2)-2X62X6 @ 16" O.C. SPF NO. 2 (3)-2X6 TOP
(2)-2X6 SILL
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
HOLD DOWN /
TENSION TIE TYPE DETAIL TYPE
HOLD DOWN / TENSION TIE DETAIL
BETWEEN WALL END POSTS
SILL PLATE ANCHORAGE TO FOUNDATION 1/2"Ø SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS AT 32" ON CENTER
HOLD DOWNS / TENSION TIES ARE
NOT REQUIRED AT EXTERIOR WALLS
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING OVER 1 1/2" OF INSULATION
10d COMMON @
6" ON CENTER
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING OVER 1 1/2" OF INSULATION
10d COMMON @
6" ON CENTER
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON UNIT SIDE OF WALL
10d COMMON @
6" ON CENTER2X6 @ 16" O.C.
2X6 @ 16" O.C.
2X6 @ 16" O.C.
10d COMMON @
6" ON CENTER
10d COMMON @
6" ON CENTER
HOLD DOWNS / TENSION TIES ARE
NOT REQUIRED AT CORRIDOR WALLS
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON ONE SIDE OF WALL
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON ONE SIDE OF WALL
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON ONE SIDE OF WALL
10d COMMON @
6" ON CENTER
10d COMMON @
6" ON CENTER
10d COMMON @
6" ON CENTER
SIMPSON STRONG-TIE
HDU2-SDS2.5
SIMPSON STRONG-TIE
HDU4-SDS2.5
SIMPSON STRONG-TIE
HDU5-SDS2.5
5/8"Ø CAST-IN OR POST-
INSTALLED ANCHOR
(P=5,000# ASD)
FLOOR-TO-FLOOR
TENSION TIE
FLOOR-TO-FLOOR
TENSION TIE
W-4: TYPICAL STAIR WALL SCHEDULE
END POSTSSTUDS TOP AND BOTTOM PLATES WOOD STRUCTURAL PANELS
POST SIZE AND
QUANTITY
STUD SIZE
AND SPACING
PLATE GRADE
AND SPECIES WOOD STRUCTURAL PANEL TYPE PLATE SIZE AND
QUANTITY
NAILING AT
PANEL EDGES
NAILING AT
INTERMEDIATE STUDS
LEVEL 3 (2)-2X6 SPF NO. 2
(3)-2X6 TOP
(2)-2X6 SILL
LEVEL 2 (2)-2X6 SPF NO. 2
(3)-2X6 TOP
(2)-2X6 SILL
LEVEL 1 (2)-2X6 SOUTHERN
PINE NO. 2
(3)-2X6 TOP
(2)-2X6 SILL
HOLD DOWN /
TENSION TIE TYPE DETAIL TYPE
HOLD DOWN / TENSION TIE DETAIL
BETWEEN WALL END POSTS
SILL PLATE ANCHORAGE TO THE FOUNDATION 1/2"Ø SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS AT 32" ON CENTER
2X6 @ 16" O.C.
2X6 @ 16" O.C.
2X6 @ 16" O.C.
HOLD DOWNS / TENSION TIES ARE
NOT REQUIRED AT INTERIOR
BEARING WALLS
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON UNIT SIDE OF WALL
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON UNIT SIDE OF WALL
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON EXTERIOR SIDE OF WALL
10d COMMON @
6" ON CENTER
10d COMMON @
6" ON CENTER
10d COMMON @
6" ON CENTER
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON EXTERIOR SIDE OF WALL
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON EXTERIOR SIDE OF WALL
1'-4"1'-4"
1'-4"1'-4"8" (TYP.)
2X4 STUDS @ 16" O.C. EACH FACE, STAGGERED 8" BETWEEN FACES,
WITH 2X6 TOP AND BOTTOM PLATES AND 1/2" PLYWOOD SHEATHING ON
ONE SIDE OF THE WALL. PLYWOOD SHEATHING MAY BE ON EITHER SIDE
OF THE WALL, BUT MUST BE ON THE SAME SIDE OF THE WALL OVER THE
WHOLE HEIGHT OF THE WALL.5 1/2"W-3A: DEMISING WALL AT 13-LINE SCHEDULE
END POSTSSTUDS TOP AND BOTTOM PLATES WOOD STRUCTURAL PANELS
POST SIZE AND
QUANTITY
STUD SIZE
AND SPACING
PLATE GRADE
AND SPECIES WOOD STRUCTURAL PANEL TYPE PLATE SIZE AND
QUANTITY
NAILING AT
PANEL EDGES
NAILING AT
INTERMEDIATE STUDS
LEVEL 3 5 1/4" X 5 1/4" PSL2X4 @ 16" O.C.
STAGGERED SPF NO. 2 (2)-2X6 TOP
(2)-2X6 SILL
LEVEL 2 5 1/4" X 5 1/4" PSL2X4 @ 16" O.C.
STAGGERED SPF NO. 2 (2)-2X6 TOP
(2)-2X6 SILL
LEVEL 1 5 1/4" X 5 1/4" PSL2X4 @ 16" O.C.
STAGGERED SPF NO. 2 (2)-2X6 TOP
(2)-2X6 SILL
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
10d COMMON @
12" ON CENTER
HOLD DOWN /
TENSION TIE TYPE DETAIL TYPE
HOLD DOWN / TENSION TIE DETAIL
BETWEEN WALL END POSTS
SILL PLATE ANCHORAGE TO THE FOUNDATION 1/2"Ø SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS AT 24" ON CENTER
NOTES
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON ONE SIDE OF WALL
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON ONE SIDE OF WALL
1/2" THICK APA RATED PLYWOOD WALL
SHEATHING ON ONE SIDE OF WALL
10d COMMON @
6" ON CENTER
10d COMMON @
4" ON CENTER
10d COMMON @
4" ON CENTER
SIMPSON STRONG-TIE
HDU4-SDS2.5
SIMPSON STRONG-TIE
HDU5-SDS2.5
SIMPSON STRONG-TIE
HDU8-SDS2.5
7/8"Ø CAST-IN OR POST-
INSTALLED ANCHOR
(P=6,500# ASD)
FLOOR-TO-FLOOR
TENSION TIE
FLOOR-TO-FLOOR
TENSION TIE
21
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A
B
D
E
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Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
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M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
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TAL
2020-07-06
S201
WOOD STUD WALL SCHEDULES AND
DETAILS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
No. REVISIONS/SUBMISSIONS Date
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
UNDERSLAB INSULATION
(SEE ARCH.)
8" DEEP
SHELF
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
TOP OF STEM EL. = 231'-0" @ SECTION 2
SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION 1'-0"8"8"8"
5 1/2" STEM
2 1/2" SHELF
INSULATION
(SEE ARCH.)
PROPOSED EXTERIOR
GRADE (SEE CIVIL)
(3)-#5 BOTTOM
#5@12" O.C. VERTICAL
#4@12" O.C. HORIZONTAL
SEE ARCH. FOR
FOUNDATION WALL
INSULATION REQUIREMENTS
ALTERNATE DOWEL
DIRECTION
(2)-2X6 SILL PLATE (LOWER PLATE TO BE
PRESSURE-TREATED) WITH 1/2"Ø TITEN
SCREWS BY SIMPSON STRONG-TIE @ 32"
ON CENTER INTO THE FOUNDATION
WALL BELOW (3 1/2" EMBEDMENT)
OUTSIDE FACE OF FOUNDATION WALL
STEM TO ALIGN WITH EXTERIOR FACE
OF WOOD STUD WALL
2'-0"
EQ EQ
COL
2 3/4" TO FACE OF FOUNDATION / FACE OF STUD
TOP OF STEM EL. = 230'-0" @ SECTION 2A
(3)-#5 BOTTOM
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
UNDERSLAB INSULATION
(SEE ARCH.)
8" SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION 1'-0"8"8"8"
#4@12" ON CENTER
EACH WAY
#4@12" ON CENTER
EACH WAY
EXTERIOR CONCRETE
SLAB (SEE CIVIL) #4 SLAB DOWELS AT 12"
ON CENTER (2'-6" X 2'-6")
(1)-#4 CONTINUOUS
SEE ARCH. FOR
FOUNDATION WALL
INSULATION REQUIREMENTS
ALTERNATE DOWEL
DIRECTION
DOWELS BETWEEN EXTERIOR
SLAB AND INTERIOR SLAB-ON-
GRADE (SEE CIVIL)
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
UNDERSLAB INSULATION
(SEE ARCH.)
8" DEEP
SHELF
(2)-2X6 SILL PLATE (LOWER PLATE TO BE
PRESSURE-TREATED) WITH 1/2"Ø TITEN
SCREWS BY SIMPSON STRONG-TIE @ 32"
ON CENTER INTO THE FOUNDATION
WALL BELOW (3 1/2" EMBEDMENT)
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
TOP OF STEM WALL
ELEVATION = 230'-0"
SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION
#5@12" ON CENTER
EACH WAY
#5@12" ON CENTER
EACH WAY SEE ARCH. FOR
FOUNDATION WALL
INSULATION REQUIREMENTS
INSULATION
(SEE ARCH.)
PROPOSED EXTERIOR
GRADE (SEE CIVIL)1'-0"8"8"3'-8" OUTSIDE FACE OF FOUNDATION
WALL TO ALIGN WITH EXTERIOR
FACE OF WOOD STUD WALL
2 3/4" TO FACE OF FOUNDATION / FACE OF STUD
EQ EQ
COL
2" CLEAR TO VERTICAL BARS
2 1/2" SHELF
5 1/2" STEM
HOOKED DOWELS TO
MATCH VERTICAL
REINFORCING
5'-0"
#5@12" ON CENTER
TOP AND BOTTOM
(5)-#5 TOP
(2)-#5 BOTTOM
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
UNDERSLAB INSULATION
(SEE ARCH.) REFER TO DETAIL #9 ON S002
FOR CMU WALL REINFORCING
AND DETAILS
PROVIDE DOWELS (MATCHING VERTICAL
CMU WALL REINFORCING)INTO CONCRETE
FOUNDATION WALL BELOW
HAUNCH SLAB-ON-GRADE 8"
OVER THE FOUNDATION WALL AT
THE ELEVATOR DOOR OPENING
(1)-#4 CONTINUOUS
#4 SLAB DOWELS AT 12"
ON CENTER (2'-6" X 2'-6")
COORDINATE DEPTH AND
DIMENSION OF ELEVATOR PIT
WITH THE ELEVATOR SUPPLIER
14" THICK MAT SLAB WITH #5@12"
ON CENTER TOP AND BOTTOM
EACH WAY
1'-0"8"1'-0"8"
1/2" COMPRESSIBLE
FILLER JOINT
4" THICK SLAB-ON-GRADE
W.W.F.UNDERSLAB INSULATION
(SEE ARCH.)
TOP OF CONCRETE
ELEVATION = 230'-0"
SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION
SEE ARCH. FOR INSULATION
REQUIREMENTS AT
ELEVATOR PIT WALLS
#5@8" ON CENTER EACH WAY,
CENTERED ON THE WALL
#5@8" ON CENTER EACH WAY,
CENTERED ON THE WALL
#5@8" ON CENTER EACH WAY,
CENTERED ON THE WALL
#5@8" ON CENTER EACH WAY,
CENTERED ON THE WALL
SEE ARCH. FOR INSULATION
REQUIREMENTS AT
ELEVATOR PIT WALLS
CONTINUOUS VOLCLAY
WATERSTOP-Rx
CONTINUOUS VOLCLAY
WATERSTOP-Rx
PRECAST CAP / SILL
(BY OTHERS) -SEE
ARCH. FOR DETAILS
STONE BASE
(BY OTHERS) -SEE
ARCH. FOR DETAILS
EXTERIOR CONCRETE
SLAB (SEE CIVIL)
PSL POST (SEE PLAN)
SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION4'-0" (MINIMUM) BELOW FINISHED GRADE)TOP OF PIER
EL. = 229'-4"
REFER TO PLAN NOTES FOR
FOOTING SIZE AND REINFORCING
6"
SIMPSON STRONG-TIE CBS66 POST
BASE (TYPICAL AT EXTERIOR
CANOPY COLUMN BASES)
EXTERIOR CONCRETE
SLAB (SEE CIVIL)
REFER TO PIER DETAIL P-1 ON
THIS DRAWING FOR PIER SIZE
AND REINFORCING
6"1'-0"(8)-#7 VERTICAL BARS
#3 SQUARE TIES AT 8" ON
CENTER, WITH (3) SETS AT
3" ON CENTER AT TOP AND
BOTTOM OF PIER
(2) SETS OF #3 HAIRPIN TIES AT 8" ON
CENTER, WITH (3) SETS AT 3" ON
CENTER AT TOP AND BOTTOM OF PIER
CENTERLINE
OF PSL POST 1'-0"1'-0"CENTERLINE
OF PSL POST
1'-0"1'-0"
3'-0" X 3'-0" X 12" THICK
FOOTING WITH (3)-#5
BOTTOM EACH WAY
PLYWOOD SHEATHING AS REQUIRED
ON THE WALL SCHEDULES (SEE S201)
REFER TO S201 FOR
WALL CONSTRUCTION
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
1'-0"2'-0"1'-0"
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.UNDERSLAB INSULATION
(SEE ARCH.) (2)-2X6 SILL PLATE (LOWER PLATE
SHALL BE PRESSURE TREATED
SOUTHERN PINE NO. 2)
1/2"Ø SIMPSON STRONG-TIE TITEN HD SCREW
ANCHORS (3 1/2" MINIMUM EMBEDMENT) - SEE
WALL SCHEDULES FOR SPACING
15" DEEP THICKENED SLAB WITH (2)-#5
BOTTOM BARS (TYPICAL BELOW INTERIOR
STRUCTURAL WOOD STUD WALLS)
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
UNDERSLAB INSULATION
(SEE ARCH.)
8" DEEP
SHELF
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
TOP OF STEM WALL
ELEVATION = 231'-0"
SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION 1'-0"1'-0"8"8"
5 1/2" STEM
2 1/2" SHELF
INSULATION
(SEE ARCH.)
PROPOSED EXTERIOR
GRADE (SEE CIVIL)
#5@12" O.C. VERTICAL
#4@12" O.C. HORIZONTAL
SEE ARCH. FOR
FOUNDATION WALL
INSULATION REQUIREMENTS
(2)-2X6 SILL PLATE (LOWER PLATE TO BE
PRESSURE-TREATED) WITH 1/2"Ø TITEN
SCREWS BY SIMPSON STRONG-TIE @ 32"
ON CENTER INTO THE FOUNDATION
WALL BELOW (3 1/2" EMBEDMENT)
OUTSIDE FACE OF FOUNDATION WALL
STEM TO ALIGN WITH EXTERIOR FACE
OF WOOD STUD WALL
2'-4"
EQ EQ
COL
2 3/4" TO FACE OF FOUNDATION / FACE OF STUD
CMU BASE SITTING ON
FOOTING (SEE ARCH.
FOR DETAILS)
STONE VENEER
(SEE ARCH.)
(3)-#5 BOTTOM
ALTERNATE DOWEL
DIRECTION
TOP OF CONCRETE
ELEVATION = 227'-4"
4" THICK SLAB-ON-GRADE
W.W.F.
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION
UNDERSLAB INSULATION
(SEE ARCH.)
8" DEEP
SHELF
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED
PLYWOOD SHEATHING
SEE PLAN FOR BOTTOM
OF FOOTING ELEVATION 1'-0"8"8"8"
(3)-#5 BOTTOM
#4@12" ON CENTER
EACH WAY
#4@12" ON CENTER
EACH WAY
ALTERNATE DOWEL
DIRECTION
2'-0"
COL
FACE OF FOUNDATION
WALL TO ALIGN WITH FACE
OF WOOD STUD WALL
TOP OF CONCRETE
ELEVATION = 230'-0"
4" THICK SLAB-ON-GRADE
W.W.F.UNDERSLAB INSULATION
(SEE ARCH.)
8" DEEP
SHELF
REFER TO THE
GEOTECHNICAL
REPORT AND THE
TYPICAL DETAILS
FOR SUBGRADE
INFORMATION (2)-2X6 SILL PLATE (LOWER PLATE TO BE
PRESSURE-TREATED) WITH 1/2"Ø TITEN
SCREWS BY SIMPSON STRONG-TIE @ 32"
ON CENTER INTO THE FOUNDATION
WALL BELOW (3 1/2" EMBEDMENT)
1/2" COMPRESSIBLE
FILLER JOINT
#4 DOWELS AT 12" ON
CENTER (2'-6" X 2'-6")
(1)-#4 CONT.
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
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TAL
2020-07-06
S301
SECTIONS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
SECTION
3/4" = 1'-0"
2
SECTION
3/4" = 1'-0"
4
SECTION
3/4" = 1'-0"
1
SECTION
3/4" = 1'-0"
7
SECTION
3/4" = 1'-0"
6
DETAIL
3/4" = 1'-0"
P-1
SECTION
3/4" = 1'-0"
5
No. REVISIONS/SUBMISSIONS Date
SECTION
3/4" = 1'-0"
3
SECTION
3/4" = 1'-0"
8
2A
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATESIMPSON STRONG-TIE SDS25600
SCREWS @ 8" O.C. INTO RIM
BOARD AND TRUSSES BELOW
PLYWOOD OVERLAP AT FIRST
2X6 SILL (SEE DETAIL A ON
THIS DRAWING)
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
PLYWOOD OVERLAP AT
BOTTOM 2X6 PLATE (SEE
DETAIL B ON THIS DRAWING)
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATESIMPSON STRONG-TIE SDS25600
SCREWS @ 8" O.C. INTO RIM
BOARD AND TRUSSES BELOW
PLYWOOD OVERLAP AT FIRST
2X6 SILL (SEE DETAIL A ON
THIS DRAWING)
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
PLYWOOD OVERLAP AT
BOTTOM 2X6 PLATE (SEE
DETAIL B ON THIS DRAWING)
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATEPAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO TOP PLATES BELOW
PLYWOOD OVERLAP AT FIRST
2X6 SILL (SEE DETAIL C ON
THIS DRAWING)(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
SEE PLAN SEE PLAN
2X4 DIAPHRAGM BLOCKING @ 2'-0"
O.C. AT FIRST TRUSS SPACE
2X6 BLOCKING AT HORIZONTAL
SHEATHING JOINTS
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATEPAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO TOP PLATES BELOW
PLYWOOD OVERLAP AT FIRST
2X6 SILL (SEE DETAIL C ON
THIS DRAWING)(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
SEE PLAN SEE PLAN
2X4 DIAPHRAGM BLOCKING @ 2'-0"
O.C. AT FIRST TRUSS SPACE
2X6 BLOCKING AT HORIZONTAL
SHEATHING JOINTS
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
(3)-2X6 TOP
PLATE
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
TOP OF SHEATHING
ELEVATION = 240'-0"
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
CONTINUOUS 2X10
FASCIA BOARD
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATEPAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO LVL BEAM BELOW
LVL BEAM (SEE
PLAN FOR SIZE)
CANTILVERED 2X10 JOISTS AT
24" ON CENTER WITH SIMPSON
STRONG-TIE LUS28 JOIST
HANGERS AT EACH END
2X10 BLOCKING
BETWEEN JOISTS
OVER BEARING WALL
SIMPSON STRONG-TIE H2.5
HURRICANE TIE AT EACH JOIST
SEE ARCH.
LVL BEAM (SEE
PLAN FOR SIZE)
(3)-2X6 TOP
PLATE
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATEPAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO LVL BEAM BELOW
METAL TRUSS HANGER (AS
SPECIFIED BY TRUSS SUPPLIER)
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
TOP OF SHEATHING
ELEVATION = 240'-4 3/4"
PROVIDE 22" DEEP LVL BLOCKING BETWEEN
TRUSSES OVER THE BEARING WALL
(BLOCKING NOT SHOWN FOR CLARITY)
TOP OF SHEATHING
ELEVATION = 239'-4"
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
2X10 JOISTS AT 16" ON CENTER WITH
SIMPSON STRONG-TIE LUS28 JOIST
HANGERS AT EACH END
2X6 NAILER WITH (2) ROWS
OF 10d NAILS AT 16" ON
CENTER INTO LVL BEAM
GYPSUM TOPPING
OVER PLYWOOD
SUBFLOOR SHEATHING
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED
PLYWOOD SHEATHING
OVER 1" INSULATION
SIMPSON STRONG-TIE SDS25600
SCREWS @ 8" O.C. INTO RIM
BOARD AND TRUSSES BELOW
CONTINUOUS (2)-2X6
BOTTOM PLATE
PAIRS OF 10d X 2 1/2" LONG
NAILS AT 4" ON CENTER
INTO RIM BOARD
CONTINUOUS 2X8 RIM
BOARD LET INTO TRUSSES
TOP CHORD OF PRE-
FABRICATED WOOD
FLOOR TRUSS (PWFT)
PAIRS OF 10d X 3" LONG
NAILS @ 4" ON CENTER
PLYWOOD OVERLAP CENTERED
ON LOWEST SILL PLATE
1/2" THICK APA RATED
PLYWOOD SHEATHING
OVER 1" INSULATION
PRE-FABRICATED WOOD
FLOOR TRUSS (PWFT)
1"
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED
PLYWOOD SHEATHING
OVER 1" INSULATION
PAIRS OF 10d X 3" LONG
NAILS @ 4" ON CENTER
PLYWOOD OVERLAP CENTERED
ON LOWEST TOP PLATE
1/2" THICK APA RATED
PLYWOOD SHEATHING
OVER 1" INSULATION
PRE-FABRICATED
WOOD FLOOR
TRUSS (PWFT)
CONTINUOUS (3)-2X6
TOP PLATE
BOTTOM CHORD OF PRE-
FABRICATED WOOD FLOOR
TRUSS (PWFT)
GYPSUM TOPPING
OVER PLYWOOD
SUBFLOOR SHEATHING
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED
PLYWOOD SHEATHING
OVER 1" INSULATION
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO TOP PLATES BELOW
CONTINUOUS (2)-2X6
BOTTOM PLATE
PAIRS OF 10d X 3" LONG
NAILS @ 4" ON CENTER
PLYWOOD OVERLAP CENTERED
ON LOWEST SILL PLATE
1/2" THICK APA RATED
PLYWOOD SHEATHING
OVER 1" INSULATION
1" 3 1/2"
CONTINUOUS (3)-2X6
TOP PLATE
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD SHEATHING ON ONE SIDE OF
DEMISING WALL -SHEATHING MAY BE LOCATED ON EITHER SIDE, BUT
MUST BE ON THE SAME SIDE OVER THE FULL HEIGHT OF THE WALL
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATEPAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO TOP PLATES BELOW
(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
SEE PLAN SEE PLAN
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
SEE PLANSEE PLAN
1/2" THICK APA RATED PLYWOOD SHEATHING ON ONE SIDE OF
DEMISING WALL -SHEATHING MAY BE LOCATED ON EITHER SIDE, BUT
MUST BE ON THE SAME SIDE OVER THE FULL HEIGHT OF THE WALL
2X4 BLOCKING AT HORIZONTAL
SHEATHING JOINTS
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
TOP-FLANGE TRUSS HANGER (AS
SPECIFIED BY THE TRUSS SUPPLIER)
2X8 JOISTS (SEE PLAN FOR
SPACING) - TYPICAL AT RECESSED
MEP UNITS. COORDINATE EXTENTS
OF RECESSED FRAMING WITH THE
ARCHITECTURAL DRAWINGS.
LUS26 JOIST
HANGER
LVL BEAM (SEE
PLAN FOR SIZE)
REFER TO DETAIL #9 ON S002
FOR CMU WALL REINFORCING
AND DETAILS
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
2X8 JOISTS (SEE
PLAN FOR SPACING)
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
LUS26 JOIST
HANGER2"5 1/2"2"9 1/2" DEEP LVL LEDGER WITH PAIRS OF
5/8"Ø THREADED ROD EPOXY ANCHORS
@ 24" ON CENTER (5" MIN. EMBEDMENT)
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATESIMPSON STRONG-TIE SDS25600
SCREWS @ 8" O.C. INTO RIM
BOARD AND TRUSSES BELOW
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
1/2" THICK APA RATED PLYWOOD
SHEATHING ON THE UNIT SIDE OF
CORRIDOR WALLS
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING ON THE UNIT SIDE OF
CORRIDOR WALLS
REFER TO S201 FOR
WALL CONSTRUCTION
2X8 JOISTS OVER THE
CORRIDOR (SEE PLAN
FOR SPACING)
LUS26 JOIST
HANGER
(3)-PLY LVL HEADER
(SEE PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
NOTE: SECTION #9 APPLIES AT DOOR OPENINGS IN
CORRIDOR WALLS. SECTION #9A APPLIES AT SOLID
CORRIDOR WALL SECTIONS AND IS SIMILAR, EXCEPT
WITHOUT THE HEADER DETAILS SHOWN HERE.
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
2X8 JOISTS OVER THE
CORRIDOR (SEE PLAN
FOR SPACING)
LUS26 JOIST
HANGER
METAL TRUSS HANGER
(AS SPECIFIED BY
TRUSS SUPPLIER)
LVL BEAM (SEE
PLAN FOR SIZE)
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
As indicated
6/30/2020 2:16:18 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S302
SECTIONS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
SECTION
3/4" = 1'-0"
1 SECTION
3/4" = 1'-0"
2 SECTION
3/4" = 1'-0"
3
SECTION
3/4" = 1'-0"
4 SECTION
3/4" = 1'-0"
5
SECTION
3/4" = 1'-0"
7
DETAIL
1 1/2" = 1'-0"
A
DETAIL
1 1/2" = 1'-0"
B
DETAIL
1 1/2" = 1'-0"
C
SECTION
3/4" = 1'-0"
6
SECTION
3/4" = 1'-0"
8
SECTION
3/4" = 1'-0"
11
SECTION
3/4" = 1'-0"
9 9A
SECTION
3/4" = 1'-0"
10
No. REVISIONS/SUBMISSIONS Date
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
2X6 OUTRIGGERS WITH
2X4 HORIZONTALS
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATE
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
SIMPSON STRONG-TIE SDS25600
SCREWS @ 8" O.C. INTO RIM
BOARD AND TRUSSES BELOW
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X4 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH (1) SIMPSON STRONG-TIE
SDS25600 SCREW AT EACH WALL STUD
METAL CONNECTOR PLATES
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
(2)-2X6 SILL PLATE
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO LVL BEAM BELOW 3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
METAL TRUSS HANGER
(AS SPECIFIED BY
TRUSS SUPPLIER)
LVL BEAM (SEE
PLAN FOR SIZE)
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
2X8 OUTRIGGERS (TRIMMED TO
5 1/2" DEEP) AT 16" ON CENTER 5 1/2"7 1/4"SIMPSON STRONG-TIE A34 FRAMING ANGLES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
(2)-2X4 SILL PLATE WITH SIMPSON
STRONG-TIE SDS25600 SCREWS AT 16"
ON CENTER INTO TOP PLATES BELOW
2X6 LEDGER WITH PAIRS OF
10d NAILS AT 16" ON CENTER
TO THE LVL BEAM
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
2X6 OUTRIGGERS WITH
2X4 HORIZONTALS
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATE
2X10 BLOCKING
BETWEEN TRUSS ENDS
(3)-2X6 TOP
PLATE
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO BLOCKING BELOW
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X4 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH (1) SIMPSON STRONG-TIE
SDS25600 SCREW AT EACH WALL STUD
METAL CONNECTOR PLATES
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
(3)-2X4 BLOCKING BETWEEN TRUSSES BELOW WALL ABOVE
LOCATE AN OUTRIGGER ADJACENT
TO EACH TRUSS AND PROVIDE
(2)-10d NAILS TO EACH TRUSS END
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATESIMPSON STRONG-TIE SDS25600
SCREWS @ 8" O.C. INTO RIM
BOARD AND TRUSSES BELOW
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
2X FASCIA BOARD
WITH (2)-8d NAILS
TO EACH RAFTER
SIMPSON STRONG-TIE A34 FRAMING
ANGLE WITH (8)-#9 X 1 1/2" SD
SCREWS AT EACH RAFTER4'-0" MIN.2X6 SCAB / OUTRIGGER WITH
PAIRS OF 10d NAILS AT 12" ON
CENTER INTO THE LVL RAFTER
9 1/2" DEEP LVL RAFTERS
AT 24" ON CENTER
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATE
(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
SEE PLAN SEE PLAN
2X4 DIAPHRAGM BLOCKING @ 2'-0"
O.C. AT FIRST TRUSS SPACE
2X6 BLOCKING AT HORIZONTAL
SHEATHING JOINTS
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO TOP PLATES BELOW
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
2X FASCIA BOARD WITH
(2)-8d NAILS TO EACH
RAFTER
2X6 SCAB / OUTRIGGER WITH
PAIRS OF 10d NAILS AT 12" ON
CENTER INTO THE LVL RAFTER
SIMPSON STRONG-TIE A34 FRAMING
ANGLE WITH (8)-#9 X 1 1/2" SD
SCREWS AT EACH RAFTER 4'-0" MIN.9 1/2" DEEP LVL RAFTERS
AT 16" ON CENTER
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
(2)-2X6 SILL PLATE
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO LVL BEAM BELOW 3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
METAL TRUSS HANGER
(AS SPECIFIED BY
TRUSS SUPPLIER)
LVL BEAM (SEE
PLAN FOR SIZE)
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
REFER TO S201 FOR
WALL CONSTRUCTION
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
2X6 OUTRIGGERS AND
2X4 HORIZONTALS
SIMPSON STRONG-TIE
A34 FRAMING ANGLES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
SIMPSON STRONG-TIE
A35 FRAMING ANGLES
PROVIDE 22" DEEP LVL
BLOCKING BETWEEN TRUSSES
OVER BEARING WALL
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL
REFER TO S201 FOR
WALL CONSTRUCTION
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
(2)-2X6 SILL PLATE WITH PAIRS OF
SIMPSON STRONG-TIE SDS25600
SCREWS @ 16" O.C. INTO TOP PLATES
(3)-2X6 TOP
PLATE
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
SEE PLAN SEE PLAN
2X4 DIAPHRAGM BLOCKING @ 2'-0"
O.C. AT FIRST TRUSS SPACE
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
2X6 OUTRIGGERS WITH
2X4 HORIZONTALS
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
2X4 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH (1) SIMPSON STRONG-TIE
SDS25600 SCREW AT EACH WALL STUD
METAL CONNECTOR PLATES
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
2X6 OUTRIGGERS WITH
2X4 HORIZONTALS
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATE
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO BLOCKING BELOW
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X4 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH (1) SIMPSON STRONG-TIE
SDS25600 SCREW AT EACH WALL STUD
METAL CONNECTOR PLATES
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL ABOVE
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
2X6 OUTRIGGERS
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATE
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO BLOCKING BELOW
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL ABOVE
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
METAL TRUSS HANGER
(AS SPECIFIED BY
TRUSS SUPPLIER)
LVL BEAM (SEE
PLAN FOR SIZE)
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH RAFTER
BEVELED WOOD BEARING PLATE (FITTED
TO MATCH SLOPE OF OUTRIGGERS)
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
3/4" = 1'-0"6/30/2020 2:16:21 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S303
SECTIONS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
SECTION
3/4" = 1'-0"
1 SECTION
3/4" = 1'-0"
2 SECTION
3/4" = 1'-0"
3
SECTION
3/4" = 1'-0"
4 SECTION
3/4" = 1'-0"
5
SECTION
3/4" = 1'-0"
6
SECTION
3/4" = 1'-0"
7 SECTION
3/4" = 1'-0"
8 SECTION
3/4" = 1'-0"
9
No. REVISIONS/SUBMISSIONS Date
(3)-2X6 TOP
PLATE
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X FASCIA BOARD WITH
(2)-8d NAILS TO EACH
ROOF TRUSS
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF TRUSS
2X6 BLOCKING BETWEEN
ROOF TRUSSES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
PREFABRICATED WOOD ROOF GIRDER
TRUSS (PWRGT) - SEE PLAN FOR DESIGN
LOADS. PROVIDE VERTICAL WEB
MEMBERS AT 4'-0" ON CENTER (MAX.)
TRUSS SUPPLIER TO PROVIDE A
VERTICAL 2X10 IN THE TRUSS
DESIGN AT THE MECHANICAL
PLATFORM LEVEL
9 1/2" DEEP LVL JOISTS AT
THE MECHANICAL FLOOR
(SEE PLAN FOR SPACING)
SIMPSON STRONG-TIE
ITS1.81/9.5 JOIST HANGER AT
EACH END OF EACH JOIST
METAL TRUSS HANGER
(AS SPECIFIED BY THE
TRUSS SUPPLIER)
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
5/8" THICK TONGUE AND
GROOVE PLYWOOD
ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
11 7/8" DEEP LVL RIMBOARD (TRIMMED
TO MATCH SLOPE OF ROOF) WITH
(3)-10d NAILS TO EACH ROOF JOIST
PROVIDE A SIMPSON STRONG-TIE
A35 FRAMING ANGLE BETWEEN
THE TOP OF EACH ROOF TRUSS
AND THE LVL RIMBOARD
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF JOIST
TRIM ROOF JOIST TO
MATCH SLOPE OF ROOF
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
(3)-2X6 TOP
PLATE
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X FASCIA BOARD WITH
(2)-8d NAILS TO EACH
ROOF TRUSS
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF TRUSS
2X6 BLOCKING BETWEEN
ROOF TRUSSES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
PREFABRICATED WOOD ROOF GIRDER
TRUSS (PWRGT) - SEE PLAN FOR DESIGN
LOADS. PROVIDE VERTICAL WEB
MEMBERS AT 4'-0" ON CENTER (MAX.)
TRUSS SUPPLIER TO PROVIDE A
VERTICAL 2X10 IN THE TRUSS
DESIGN AT THE MECHANICAL
PLATFORM LEVEL
9 1/2" DEEP LVL JOISTS AT
THE MECHANICAL FLOOR
(SEE PLAN FOR SPACING)
SIMPSON STRONG-TIE
ITS1.81/9.5 JOIST HANGER AT
EACH END OF EACH JOIST
METAL TRUSS HANGER
(AS SPECIFIED BY THE
TRUSS SUPPLIER)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
11 7/8" DEEP LVL RIMBOARD (TRIMMED
TO MATCH SLOPE OF ROOF) WITH
(3)-10d NAILS TO EACH ROOF JOIST
PROVIDE A SIMPSON STRONG-TIE A35
FRAMING ANGLE BETWEEN THE TOP OF
EACH ROOF TRUSS AND THE LVL RIMBOARD
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF JOIST
TRIM ROOF JOIST TO
MATCH SLOPE OF ROOF
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
TOP OF SHEATHING
ELEVATION VARIES
PREFABRICATED WOOD ROOF
TRUSS (PWRT) AT 24" ON CENTER
(MAX.) -SEE ARCH. FOR EXACT
ROOF SLOPES AND PROFILES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
TOP OF SHEATHING
ELEVATION VARIES
SLOPED 9 1/2" DEEP LVL
RAFTERS AT 24" ON CENTER
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 FASICA BOARD
2X6 BLOCKING
BETWEEN RAFTERS
SIMPSON STRONG-TIE A34
FRAMING ANGLE AT EACH END
OF EACH LOOKOUT RAFTER
SEE ARCH.
HOLD DOWN THE TOP OF THE
LAST TRUSS TO ACCOMMODATE
LOOKOUT RAFTERS
(3)-2X6 TOP
PLATE
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 FASICA BOARD
2X6 BLOCKING
BETWEEN RAFTERS 5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
TOP OF SHEATHING
ELEVATION VARIES
SLOPED RAFTERS
(SEE PLAN)
SEE ARCH.3'-0" MAX.
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION HOLD DOWN THE TOP OF THE
LAST TRUSS TO ACCOMMODATE
LOOKOUT RAFTERSREFER TO S201 FOR
WALL CONSTRUCTION
SIMPSON STRONG-TIE A34
FRAMING ANGLE AT EACH END
OF EACH LOOKOUT RAFTER
PREFABRICATED WOOD ROOF GIRDER
TRUSS (PWRGT) - SEE PLAN FOR DESIGN
LOADS. PROVIDE VERTICAL WEB
MEMBERS AT 4'-0" ON CENTER (MAX.)
TRUSS SUPPLIER TO PROVIDE A
VERTICAL 2X10 IN THE TRUSS
DESIGN AT THE MECHANICAL
PLATFORM LEVEL
9 1/2" DEEP LVL JOISTS AT
THE MECHANICAL FLOOR
(SEE PLAN FOR SPACING)
SIMPSON STRONG-TIE
ITS1.81/9.5 JOIST HANGER AT
EACH END OF EACH JOIST
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
11 7/8" DEEP LVL RIMBOARD (TRIMMED
TO MATCH SLOPE OF ROOF) WITH
(3)-10d NAILS TO EACH ROOF JOIST
SIMPSON STRONG-TIE
LSSR1.81Z SLOPED RAFTER
HANGER AT EACH RAFTER
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF JOIST
TRIM ROOF JOIST TO
MATCH SLOPE OF ROOF
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
9 1/2" DEEP LVL RAFTERS
AT 24" ON CENTER
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION 1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION 20" DEEP PRE-FABRICATED WOOD ROOF
TRUSSES (PWRT's). SEE PLAN FOR
SPACING AND ADDITIONAL DETAILS.
CONTINUOUS 2X8 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
(3)-2X6 TOP
PLATE
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
(3)-2X6 TOP
PLATE
REFER TO S201 FOR
WALL CONSTRUCTION
9 1/2" DEEP LVL JOISTS
OVER THE CORRIDOR
(SEE PLAN FOR SPACING)
SIMPSON STRONG-TIE
IUS1.81/9.5 JOIST HANGER
(3)-2X6 TOP
PLATE
1/2" THICK APA RATED PLYWOOD
SHEATHING ON THE UNIT SIDE OF
CORRIDOR WALLS
REFER TO S201 FOR
WALL CONSTRUCTION
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATE
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO BLOCKING BELOW
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL ABOVE
1/2" THICK APA RATED PLYWOOD
SHEATHING ON THE UNIT SIDE OF
CORRIDOR WALLS
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
CONTINUOUS 2X10 RIM
BOARD WITH (3)-16d
NAILS TO EACH PWFT
PROVIDE 20" DEEP LVL
BLOCKING BETWEEN TRUSSES
OVER BEARING WALL
HURRICANE TIE (SPECIFIED BY
THE TRUSS SUPPLIER) AT EACH
END OF EACH ROOF TRUSS
HURRICANE TIE (SPECIFIED BY
THE TRUSS SUPPLIER) AT EACH
END OF EACH ROOF TRUSS
HURRICANE TIE (SPECIFIED BY
THE TRUSS SUPPLIER) AT
INTERIOR BEARING POINT OF
EACH ROOF TRUSS
(3)-2X6 TOP
PLATE
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 FASICA BOARD
2X6 BLOCKING
BETWEEN RAFTERS
TOP OF SHEATHING
ELEVATION VARIES
SLOPED RAFTERS
(SEE PLAN)
SEE ARCH.
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION HOLD DOWN THE TOP OF THE
LAST TRUSS TO ACCOMMODATE
LOOKOUT RAFTERSREFER TO S201 FOR
WALL CONSTRUCTION
SIMPSON STRONG-TIE A34
FRAMING ANGLE AT EACH END
OF EACH LOOKOUT RAFTER
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
TOP OF SHEATHING
ELEVATION VARIES
PREFABRICATED WOOD ROOF
TRUSS (PWRT) AT 24" ON CENTER
(MAX.) -SEE ARCH. FOR EXACT
ROOF SLOPES AND PROFILES
2X6 LOOKOUT RAFTERS
AT 16" ON CENTER
2X6 FASICA BOARD
2X6 BLOCKING
BETWEEN RAFTERS
SIMPSON STRONG-TIE A34
FRAMING ANGLE AT EACH END
OF EACH LOOKOUT RAFTER
SEE ARCH.
HOLD DOWN THE TOP OF THE
LAST TRUSS TO ACCOMMODATE
LOOKOUT RAFTERS
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
3/4" = 1'-0"6/30/2020 2:16:24 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S304
SECTIONS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
SECTION
3/4" = 1'-0"
1 SECTION
3/4" = 1'-0"
2
SECTION
3/4" = 1'-0"
3
SECTION
3/4" = 1'-0"
5
SECTION
3/4" = 1'-0"
7SECTION
3/4" = 1'-0"
6
SECTION
3/4" = 1'-0"
4 No. REVISIONS/SUBMISSIONS Date
(3)-2X6 TOP
PLATE
1/2" THICK APA RATED PLYWOOD
SHEATHING ON THE UNIT SIDE OF
CORRIDOR WALLS
REFER TO S201 FOR
WALL CONSTRUCTION
(3)-2X6 TOP
PLATE
(3)-2X6 TOP
PLATE
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
(3)-2X6 TOP
PLATE
(2)-PLY HEADER WITH
INSULATION (SEE
PLAN FOR SIZE)
SEE ARCH. FOR BOTTOM
OF HEADER ELEVATION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X FASCIA BOARD WITH
(2)-8d NAILS TO EACH
ROOF TRUSS
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF TRUSS
2X6 BLOCKING BETWEEN
ROOF TRUSSES
2X FASCIA BOARD WITH
(2)-8d NAILS TO EACH
ROOF TRUSS
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF TRUSS
2X6 BLOCKING BETWEEN
ROOF TRUSSES
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH TRUSS
OVER THE INTERIOR BEARING WALL
2X6 BLOCKING BETWEEN
ROOF TRUSSES
PREFABRICATED WOOD ROOF
TRUSS (PWRT) AT 24" ON CENTER
(MAX.) -SEE ARCH. FOR EXACT
ROOF SLOPES AND PROFILES
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
4
(3)-2X6 TOP
PLATE
REFER TO S201 FOR
WALL CONSTRUCTION
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X FASCIA BOARD WITH
(2)-8d NAILS TO EACH
ROOF TRUSSSIMPSON STRONG-TIE
H2.5A HURRICANE TIE
AT EACH RAFTER
2X6 BLOCKING
BETWEEN RAFTERS
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
REFER TO SECTION 3 FOR
SIMILAR DETAILS AT THE
REMAINDER OF THIS SECTION
BEVELED WOOD BEARING PLATE
(FITTED TO MATCH SLOPE OF RAFTERS)
(3)-PLY LVL BEAM
(SEE PLAN FOR SIZE)
METAL TRUSS HANGER
(AS SPECIFIED BY THE
TRUSS SUPPLIER)
PREFABRICATED WOOD ROOF
TRUSS (PWRT) AT 24" ON CENTER
(MAX.) -SEE ARCH. FOR EXACT
ROOF SLOPES AND PROFILES
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
SIMPSON STRONG-TIE SLOPED
U26 HANGER AT EACH RAFTER
2X6 RAFTERS AT
24" ON CENTER
(3)-2X6 TOP
PLATE
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH END
OF EACH ROOF TRUSS
2X6 BLOCKING BETWEEN
ROOF TRUSSES
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
PREFABRICATED WOOD ROOF GIRDER
TRUSS (PWRGT) - SEE PLAN FOR DESIGN
LOADS. PROVIDE VERTICAL WEB
MEMBERS AT 4'-0" ON CENTER (MAX.)
METAL TRUSS HANGER
(AS SPECIFIED BY THE
TRUSS SUPPLIER)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
PROVIDE A SIMPSON STRONG-TIE A35
FRAMING ANGLE BETWEEN THE TOP OF
EACH ROOF TRUSS AND THE GIRDER TRUSS
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
9 1/2" DEEP LVL JOISTS AT
THE MECHANICAL FLOOR
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
9 1/2" DEEP LVL RAFTERS
AT 24" ON CENTER
9 1/2" DEEP LVL RAFTERS
AT 24" ON CENTER
SIMPSON STRONG-TIE
A35 ANGLE AT EACH
RAFTER
LVL RIDGE BOARD
5/8" THICK TONGUE AND
GROOVE PLYWOOD
ROOF SHEATHING
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
2X6 COLLAR TIE AT EACH PAIR
OF RAFTERS WITH (6)-10d
NAILS TO EACH RAFTER
5/8" THICK TONGUE AND
GROOVE PLYWOOD
ROOF SHEATHING
4
2X FASCIA BOARD WITH (2)-8d
NAILS TO EACH OUTRIGGER
3/4" THICK TONGUE AND GROOVE
PLYWOOD SUBFLOOR SHEATHING
1" GYPCRETE TOPPING OVER 1/4"
ACOUSTIC MAT (SEE ARCH. FOR
FLOOR COMPOSITION DETAILS)
SEE PLAN FOR TOP OF
SHEATHING ELEVATION
2X6 OUTRIGGERS WITH
2X4 HORIZONTALS
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
SEE ARCH. FOR ROOF
SLOPES AND PROFILES
REFER TO S201 FOR
WALL CONSTRUCTION
(2)-2X6 SILL PLATE
2X10 LEDGER WITH PAIRS OF
SDS25600 SCREWS AT 24" ON
CENTER INTO WALL
PAIRS OF SIMPSON STRONG-TIE
SDS25600 SCREWS @ 16" O.C.
INTO BLOCKING BELOW
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
1/2" THICK APA RATED PLYWOOD
SHEATHING OVER 1" INSULATION
2X4 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH (1) SIMPSON STRONG-TIE
SDS25600 SCREW AT EACH WALL STUD
METAL CONNECTOR PLATES
SIMPSON STRONG-TIE A34 FRAMING
ANGLES WITH (8)-#9 X 1 1/2 SD SCREWS
2X10 NAILER OUTBOARD OF PLYWOOD
SHEATHING WITH PAIRS OF SIMPSON STRONG-
TIE SDS25600 SCREWS AT EACH WALL STUD
(3)-2X4 BLOCKING BETWEEN
TRUSSES BELOW WALL
22" DEEP PRE-FABRICATED WOOD
FLOOR TRUSSES (PWFT's). SEE PLAN
FOR SPACING AND ADDITIONAL DETAILS.
SIMPSON STRONG-TIE H2.5A
HURRICANE TIE AT EACH RAFTER
BEVELED WOOD BEARING PLATE (FITTED
TO MATCH SLOPE OF OUTRIGGERS)
11"
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SIMPSON STRONG-TIE
IUS1.81/16 HANGER WITH MIN.
NAILING AT EACH JOISTSEE ARCH. FOR TOP OF
SHEATHING ELEVATION
8" CMU WALL (SEE S002
FOR REINFORCING AND
ADDITIONAL DETAILS)
8" DEEP BOND BEAM AT TOP
OF ELEVATOR WALL WITH
(2)-#5 HORIZONTAL (TYPICAL)
8" CMU WALL (SEE S002
FOR REINFORCING AND
ADDITIONAL DETAILS)
PRESSURE TREATED 2X6 SILL PLATE WITH
3/4"Ø EPOXY ANCHORS AT 24" ON CENTER
INTO THE TOP OF THE CMU WALL
16" DEEP LVL BLOCKING
BETWEEN JOISTS OVER
SILL PLATE
LVL BEAM
(SEE PLAN)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
SIMPSON STRONG-TIE A35
FRAMING ANGLE AT EACH
RAFTER
SEE ARCH. FOR
ROOF SLOPES
AND PROFILES
2X6 RAFTERS AT
24" ON CENTER
W8X21 HOIST BEAM WITH 5/8" THICK X 6" WIDE X
12" LONG BEARING PLATE AT EACH END WITH
(2)-5/8"Ø EPOXY ANCHORS INTO THE CMU WALL
G.C. TO COORDINATE TOP
OF HOIST BEAM ELEVATION
WITH ELEVATOR SUPPLIER
SEE ARCH. FOR TOP OF
SHEATHING ELEVATION
8" CMU WALL (SEE S002
FOR REINFORCING AND
ADDITIONAL DETAILS)
8" DEEP BOND BEAM AT TOP
OF ELEVATOR WALL WITH
(2)-#5 HORIZONTAL (TYPICAL)
8" CMU WALL (SEE S002
FOR REINFORCING AND
ADDITIONAL DETAILS)
PRESSURE TREATED 2X6 SILL
PLATE WITH 3/4"Ø EPOXY
ANCHORS AT 24" ON CENTER
INTO THE TOP OF THE CMU WALL
PROVIDE LVL RIMBOARD
CENTERED OVER CMU WALL
SIMPSON STRONG-TIE A34 FRAMING
ANGLE BETWEEN JOIST AND SILL PLATE
AT 3'-0" ALONG THE LENGTH OF THE JOIST
PRESSURE TREATED 2X6 SILL
PLATE WITH 3/4"Ø EPOXY
ANCHORS AT 24" ON CENTER
INTO THE TOP OF THE CMU WALL
LVL RIMBOARD WITH (4)-10d
NAILS TO EACH ROOF JOIST
SIMPSON STRONG-TIE A34 FRAMING
ANGLE BETWEEN RIMBOARD AND
SILL PLATE AT 3'-0" ALONG THE
LENGTH OF THE RIMBOARD
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
5/8" THICK TONGUE AND GROOVE
PLYWOOD ROOF SHEATHING
16" DEEP LVL JOISTS AT
THE MECHANICAL ROOF
(SEE PLAN FOR SPACING)
21
C
A
B
D
E
3 7654 8 12
1
1109
Designed
Title
Project
Drawing No.
Scale
Project No.
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10
1
1 12
NOTES
Consultant
Checked
Date cBuilding No.
N
O
P
13 14 15
13 14 15
3/4" = 1'-0"6/30/2020 2:16:28 PMC:\Users\mfinn\Documents\17300 - Village Hill - North Commons_STP_mfinn.rvtMFF
TAL
2020-07-06
S305
SECTIONS
NORTH COMMONS AT VILLAGE HILL
NORTHAMPTON, MA
17031.00PERM IT S E TNEW CONSTRUCTION
SECTION
3/4" = 1'-0"
3 SECTION
3/4" = 1'-0"
4
SECTION
3/4" = 1'-0"
7
SECTION
3/4" = 1'-0"
6
No. REVISIONS/SUBMISSIONS Date
SECTION
3/4" = 1'-0"
5
SECTION
3/4" = 1'-0"
2
SECTION
3/4" = 1'-0"
1
Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESC:\Users\CUniacke\appdata\local\temp\AcPublish_4672\17219-M-North Commons.dwg NPQ141514151616NEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01AS NOTED2020-07-06201007-06-2020PERMIT SETERBMECHANICAL LEGEND AND NOTESEDNMM001
Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESC:\Users\CUniacke\appdata\local\temp\AcPublish_4672\17219-M-North Commons.dwg NPQ141514151616NEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01AS NOTED2020-07-06201007-06-2020PERMIT SETERBMECHANICAL SCHEDULESEDNMM002
Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESC:\Users\CUniacke\appdata\local\temp\AcPublish_4672\17219-M-North Commons.dwg NPQ141514151616NEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MA17031.01AS NOTED2020-07-06201007-06-2020PERMIT SETERBMECHANICAL SCHEDULESEDNMM003
REF.AB
C REF.DWDWREF.UPUPDNDW
REF.
DWDWDWDWREF.DWREF.DWREF.DWREF.DW REF.DWDWDW REF.DWDWREF.REF.REF.REF.REF.REF.REF.UP377 SFOFFICECONTROL252 SFLIVING/DININGENTRY159 SFBED 1124 SFBED 3162 SFBED 2B-T5B-T6K-T5214 SFLIVING/DINING209 SFLIVING/DINING210 SFLIVING/DINING210 SFLIVING/DINING153 SFBED 1146 SFBED 2152 SFBED 1152 SFBED 1207 SFLIVING/DININGB-T1K-T2ENTRYK-T2ENTRYB-T1B-T1ENTRYK-T2B-T1B-T1ENTRYK-T2K-T2ENTRYK-T1B-T1B-T1K-T1B-T9B-T9MAILB-T1B-T1ENTRYK-T2K-T1B-T1K-T8ENTRYB-T8W.I.C.K-T14VESTIBULE244 SFMEP ROOMJAN.ELEVATORMEP178 SFBED 1154 SFBED 1899 SFLOBBY213 SFLIVING/DINING149 SFBED 2156 SFBED 1153 SFBED 2156 SFBED 1213 SFLIVING/DINING149 SFBED 2156 SFBED 1156 SFBED 1149 SFBED 2213 SFLIVING/DINING214 SFLIVING/DINING155 SFBED 1174 SFBED 1160 SFBED 2HVAC
HVACK-T7250 SFLIVING/DINING1313121211111010991187GFDDEECCBB210 SFLIVING/DINING155 SFBED 1K-T1B-T1LJ125 SFBED 2K-T6269 SFLIVING/DINING1515B-T4ENTRY1414HALLB-T1ENTRYK-T935K4B-T7K-T1557 SFCOMMUNITY ROOMUNIT 101UNIT 102UNIT 103UNIT 104UNIT 105UNIT 106UNIT 107UNIT 108UNIT 109UNIT 110UNIT 111UNIT 112UNIT 113154 SFBED 1149 SFBED 2214 SFLIVING/DINING214 SFLIVING/DINING155 SFBED 1UNIT 114UNIT 115UNIT 116209 SFLIVING/DINING146 SFBED 2153 SFBED 1FDSTAIR 2AAHMM622CORRIDORCORRIDORCLO.HALLW.I.C.STAIR 3STAIR 1FECFECFEC
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