38A-110 Permit Set - Complete 2-Sept.-142008 SMOOK Architecture and Urban Designc
ISSUED FOR PERMITCHRISTOPHER HEIGHTSNorthampton, MassachusettsArchitectSMOOK Architecture, Inc.8 Lyman Street, Suite 206Westborough, Massachusetts 01581617.423.3040Issued: September 2, 2014Owner RepresentativePotomac Capital Advisors303 Congress Street, Suite 302Boston MA 02210617.723.5030 / Fax 617.523.9387The Residences atOwnerThe Grantham Group114 Union WharfBoston MA 02109617.523.9310
D r a w i n g L i s tCover SheetA0.1Drawing List, Abbreviations & Code SummaryA0.2UL AssembliesA0.3Code Analysis and Egress DiagramsA0.4Code Analysis and Egress DiagramsA1.0Basement PlanA1.1First Floor PlanA1.2Second Floor PlanA1.3Third Floor PlanA1.4Roof PlanA1.5Enlarged Unit PlansA2.0Basement RCPA2.1First Floor RCPA2.2Second Floor RCPA2.3 Third Floor RCPA3.1Exterior ElevationsA3.2Exterior ElevationsA4.0Building SectionsA4.1Wall SectionsA4.2Wall SectionsA4.3Wall SectionsA4.4Wall SectionsA4.5Wall SectionsA5.1Section DetailsA6.1Elevator Section and DetailsA6.2Stair Sections, Plans and DetailsA6.3Exterior Stair and Ramp Plans & SectionsA7.1Wall TypesA7.2Window Types & Accessory SchedulesA7.3Door Schedule, Door Types & Transition DetailsA8.1Enlarged Kitchens and BathroomsA8.2Interior ElevationsA9.1Interior DetailsA0.1Drawing List,Abbreviations &Code SummaryU n i t M a t r i xA b b r e v i a t i o n sA/CAIR CONDITIONINGACTACOUSTICAL TILEA.D.AREA DRAINADDADDENDUMADJADJACENTA.F.F.ABOVE FINISH FLOORAHUAIR HANDLING UNITALT ALTERNATEALUMALUMINUMANODANODIZEDAPROX.APPROXIMATELYAPT. APARTMENTARCHARCHITECTURALB.C.BOTTOM OF CURBBITBITUMINOUSBLDG. BUILDINGB.O.BOTTOM OFBTWNBETWEENCABCABINETC.L.CENTER LINECFMFCOLD FORMED METAL FRAMINGCHNLCHANNELCJCONTROL JOINTCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCOORD COORDINATECPTCARPETCT CERAMIC TILEDEGDEGREESDETDETAILDIADIAMETERDIAGDIAGONALDIMDIMENSIONDIVDIVISIONDNDOWNDRDOORDWGDRAWINGF.D.FLOOR DRAINF.D.FIRE EXTINGUISHERF.D.C.FIRE EXTINGUISHER CABINETF.E.FINISHED FLOORFINFINISHFIXTFIXTUREFLRFLOORFLUORFLUORESCENTF.O.FACE OFF.O.C.FACE OF CONCRETEF.O.F.FACE OF FINISHF.O.M.FACE OF MASONRYFTFOOTGAGAUGEGALVGALVANIZEDG.V.GENERAL CONTRACTORGLGLASSGWBGYPSUM WALL BOARDGYPGPYSUMH/CHANDICAPPEDHDRHEADERH.D.HEAVY DUTYHDWDHARDWOODHDWRHARDWAREHGTHEIGHTHMHOLLOW METALHORIZ.HORIZONTALHPHIGH POINTHRHOURHVACHEATING/VENTILATION/AIR CONDITIONINGINCLINCLUDEDINSULINSULATIONINTINTERIORJ.C.JANITOR CLOSETJTJOINTLAMLAMINATEL.H. LEFT HANDL.P.LOW POINTMATL. MATERIALMECHMECHANICALMEPMECH, ELEC, PLUMMFR.MANUFACTURERMINMINIMUMMISCMISCELLANEOUSM.O.MASONRY OPENINGMTD.MOUNTEDMTL.METALN/ANOT APPLICABLENICNOT IN CONTRACTNOMNOMINALNRNOT RATEDN.T.S.NOT TO SCALEEEASTEAEACHELELEVATIONELECELECTRICELEVELEVATOREQEQUALEQUIP EQUIPMENTESTESTIMATEDEXISTEXISTINGEXPEXPANSIONEXTEXTERIORF.A.FIRE ALARMF.C.U.FAN COIL UNITO.C.ON CENTERO.H.OPPOSITE HANDOVHDOVERHEADPERP PERPENDICULARPLAMPLASTIC LAMINATEPLYWDPLYWOODP.T.PRESSURE TREATEDPTDPAINTEDQTYQUANTITYR.D.ROOF DRAINREFREFERENCEREQDREQUIREDREVREVISIONR.H.RIGHT HANDRMROOMR.O.ROUGH OPENINGSCHEDSCHEDULES.D.STORM DRAINSECTSECTIONSHTSHEETSIMSIMILARSQ.SQUARES.S.STAINLESS STEELSTSTONESTDSTANDARDSTRUCSTRUCTURESUSP SUSPENDEDSYMSYMMETRICALSYSSYSTEMT.B.R.TO BE REMOVEDTELTELEPHONETHKTHICK/THICKNESST.C.TOP OFT.C.C.TOP OF CONCRETET.C.S.TOP OF STEELT.C.W.TOP OF WALLTVTELEVISIONTYPTYPICALULUNDERWRITERS LABORATORIESU.N.O. UNLESS OTHERWISE NOTEDVPVAPOR BARRIERVCTVINYL COMPOSITION TILEVERTVERTICALV.I.F. VERIFY IN FIELDVINVINYLVWCVINYL WALL COVERINGW/WITHW/OWITHOUTW.C. WATER CLOSETWDWOODW.P. WORKING POINTXBYAluminumBatt InsulationConcreteExistingGlassMortar/Grout/SandPlywoodRigid InsulationGravelSteelSolid Stock WoodWood ShimWood BlockingGypsum BoardStoneCMUSoilM a t e r i a l L e g e n d2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014S y m b o l L e g e n dA4.19Building Elevation TagDetail TagSection TagRevision TagWall Type TagElevation TagDetail Title TagColumn Grid BubbleWindow Type TagDoor TagInterior Elevation TagDESCELEVScale:XTITLE1/x = 1'-0"B.9B804AG e n e r a l1. All construction shall conform to all applicable Local, State and National Building Codes.2. The construction of the building shall conform to the local applicable Zoning Ordinances.3. The Contractor is responsible for all site safety throughout the construction period and shallconform to all applicable safety standards.4. The Contractor is responsible for securing all required permits for the project prior toexecution.5. Contractor shall verify all dimensions in the field and notify this architect of anydiscrepancies.6. All framing and foundations shall be as illustrated on the Structural Drawings.7. Provide and install adequate blocking as required for all toilet room accessories, lightfixtures, built-ins, etc.8. Provide sound attenuation insulation at all unit walls and between toilet rooms and all otherrooms.9. The exterior siding consits of various types of vinyl. Refer to sections for additionalinformation.10. Provide flashing at all vertical and horizontal intersections at all roof penetrations.11. Caulk/seal all joints between dissimilar materials.12. All interior surfaces, unless otherwise noted, shall be 58" Wall Board. Tape, spackle, primeand paint all surfaces - 2 coats minimum. Refer to Finish Schedule by others for details.13. Install water resistive 58" Green Board at all walls and ceilings located in Toilet Rooms.H e a t i n g a n d A i r C o n d i t i o n i n g1. HVAC shall be design-build. The system shall be designed by a qualified and licensed HVACdesign-build contractor. Coordinate HVAC, Lighting, and Sprinkler head locations withArchitect.2. Provide HVAC submittal drawings to Architect for approval.3. Any penetrations through rated assemblies shall be designed & sealed by UL approvedmethod so as not to compromised the listed rating.E l e c t r i c a l a n d L i g h t i n g F i x t u r e s1. Electrical and lighting shall be design-build.2. All electrical work shall be as per Local and National Building Codes and standard commonpractice.3. All lighting fixtures shall be as selected by the Owner.4. Provide GFI outlets and the appropriate UL labeled light fixtures at all wet locations.5. Provide multiple telephone and cable outlets at locations directed by the Owner.6. Coordinate, prior to final installation, the location of the central breaker panels and theelectric meter with the Architect and Owner. Care must be taken as not to locate theseelements in areas that will be visually obtrusive.7. Any penetrations through rated assemblies shall be designed & sealed by UL approvedmethod so as not to compromised the listed rating.P l u m b i n g F i x t u r e s1. Plumbing work shall be design-build.2. All plumbing work shall be as per Local and National Building Codes.3. Provide exterior hose bibbs at locations as directed by the Owner.4. Install floor drains as indicated as per standard common practice.5. Plumbing fixtures shall be selected by Owner.6. Provide adequate hot water heating capacity for the number of lavatories as shown on thePlans.7. Any penetrations through rated assemblies shall be designed & sealed by UL approvedmethod so as not to compromised the listed rating.S p r i n k l e r s a n d F i r e P r o t e c t i o n1. The sprinkler system and fire protection shall be design build.2. Wet Sprinkler system shall be designed in conformance with Massachusetts State BuildingCode and Standard Common Practice.3. Provide sprinkler drawing submittals to Architect.4. Fire Alarm Notification System, Smoke Detectors, Exit Signage and all other required fireprotection systems as dictated by Code.5. Any penetrations through rated assemblies shall be designed & sealed by UL approvedmethod so as not to compromised the listed rating.E l e v a t o r1. Elevator pit ladder shall be installed as per Elevator Manufacturer. Do not provide cutoutfor pit ladder.2. Elevator to conform to with all applicable MAAB requirements.3. Elevator finishes as selected by Architect.4. Verify all rough and finished dimensions for shaft, pit and over-ride prior to framing. NotifyArchitect of any discrepancies.5. Confirm any reinforcement in the walls with the Structural Engineer based on the load pathreactions supplied by the manufacturer.6. Provide Elevator Shaft, and Elevator Machine Room venting as required by code.Coordinate final location and size with framing. Notify Architect of any deviation from thesedrawings.M i s c e l l a n e o u s E q u i p m e n t1. See drawing A7.2 for toilet accessory schedule.2. See drawing A7.2 for appliance schedule.3. Gas fireplace shall be Heatilator model ND4236.4. For Kitchen and typ millwork design, including cabinets, countertops, etc refer to interiorelevations.
A0.2UL AssembliesUnderwriter's Laboratory ListingsUL# 469UL# 419UL# U4382014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014UL# 423UL# 423 con't.UL# 905
370TYPE BSTUDIO384HOLDJ.C./SOIL332TYPE BALCOVE STUDIO366TYPE BALCOVE STUDIO378TYPE ASTUDIO364TYPE BALCOVE STUDIO376TYPE AALCOVE STUDIO374TYPE A1ALCOVE STUDIO346KITCHENCOUNTRY344ROOMMULTI-PURPOSE342NURSE382TOILET386LAUNDRY310TYPE DSTUDIO312TYPE CSTUDIO324TYPE BSTUDIO328TYPE ASTUDIO322TYPE EALCOVE STUDIO350TYPE BSTUDIO352TYPE AONE BEDROOM348TYPE CALCOVE STUDIO330TYPE BALCOVE STUDIO356TYPE ESTUDIO358CONF.OFFICE/360OFFICE362TYPE ASTUDIO326TYPE AONE BEDROOM334TYPE FALCOVE STUDIO314TYPE GALCOVE STUDIO340TYPE BONE BEDROOM336TYPE DALCOVE STUDIO318TYPE AALCOVE STUDIO320TYPE AALCOVE STUDIO316TYPE ASTUDIO338TYPE ASTUDIO354TYPE ASTUDIO372TYPE ASTUDIO368TYPE AONE BEDROOM343STORAGE303TRASH301STOR.2ELEV1ELEV72 ft14CALCULATED OCCUPANT LOADFOR RESIDENTIAL OCCUPANCY(1/200 SF GROSS) TYPICALSEE PLUMBING FIXTUREANALYSIS3618374CALCULATED OCCUPANTLOAD AT ADMINISTRATIVESPACES(1/100 SF)73 ft64 ft19 ft67 ftFEFEFEFEFE27 ft18 ftFE FELEGEND1 HOUR FIRE RATING2 HOUR FIRE RATINGREQUIRED 1/2 HOUR RATED CORRIDOR1 HOUR RATED SHAFT2 HOUR RATED SHAFTOCCUPANT LOADMEANS OF EGRESSDEAD END CORRIDOR W/ LENGTH INDICATEDMAXIMUM LENGTH = 50 FEET, 20 FEET WHERE SERVING ASSEMBLY OCCUPANCIES,UNLIMITED AT BASEMENT (SEE BASEMENT NOTES).COMMON PATH OF EGRESS TRAVEL W/ LENGTH INDICATEDMAXIMUM LENGTH = 125 FT, 75 FEET WITHIN ASSEMBLY OCCUPANCIESFIRE EXTINGUISHER1217ft17ftFE109TOTAL OCCUPANT AT THIRD FLOOR:SEE GENERAL NOTE 1 SHEET A0.3.270TYPE BSTUDIO284HOLDJ.C./SOIL232TYPE BALCOVE STUDIO266TYPE BALCOVE STUDIO278TYPE ASTUDIO264TYPE BALCOVE STUDIO276TYPE AALCOVE STUDIO274TYPE A1ALCOVE STUDIO280TUB ROOM246KITCHENCOUNTRY244ROOMMULTI-PURPOSE242NURSE282TOILET286LAUND.210TYPE DSTUDIO212TYPE CSTUDIO224TYPE BSTUDIO228TYPE ASTUDIO222TYPE EALCOVE STUDIO250TYPE BSTUDIO252TYPE AONE BEDROOM248TYPE CALCOVE STUDIO230TYPE BALCOVE STUDIO256TYPE ESTUDIO258CONF.OFFICE/260STORAGE262TYPE ASTUDIO226TYPE AONE BEDROOM234TYPE FALCOVE STUDIO214TYPE GALCOVE STUDIO240TYPE BONE BEDROOM236TYPE DALCOVE STUDIO218TYPE AALCOVE STUDIO220TYPE A1ALCOVE STUDIO216TYPE ASTUDIO238TYPE ASTUDIO254TYPE ASTUDIO272TYPE ASTUDIO268TYPE AONE BEDROOM243CLOSET203TRASH201STOR.2ELEV1ELEV27 ft72 ft14CALCULATED OCCUPANT LOADFOR RESIDENTIAL OCCUPANCY(1/200 SF GROSS) TYPICALSEE PLUMBING FIXTUREANALYSIS4218374CALCULATED OCCUPANTLOAD AT ADMINISTRATIVESPACES(1/100 SF)73 ft64 ft18 ft
19 ft67 ftFEFEFEFEFETOTAL OCCUPANT AT SECOND FLOOR:SEE GENERAL NOTE 1 SHEET A0.3.115A0.4Code AnalysisandEgress Diagrams2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsPERMIT SET: 09/02/14THIRD FLOOR EGRESS / CODE DIAGRAMSCALE: 3/32" = 1'-0"2SECOND FLOOR EGRESS / CODE DIAGRAMSCALE: 3/32" = 1'-0"1
018MECH.ELEV.014KITCHENST2-0STAIR 2032CORRIDOR008STORAGE016OFFICECHEF024ELEC020CORRIDOR028RECEIVING030MECHANICAL106'-10 1/2"012LOUNGESTAFF013STORAGE013014ST20024ST20A028014A0160300181C77721C1C1C2B62B2B1C701219RUP47'-3"10'-0"2B1C1C3A1B12'-6"1'-11"37'-0"2'-6"24'-6"14'-0"027DATATEL/77027226002TOILET004TOILET0040021B008006JAN.8'-4"6'-10"2ELEV1ELEV3A5'-9"8'-4"3A2A4"CKJMNP81213112B10'-6 1/2"9'-9 3/8"6'-7 1/4"20'-3 7/8"1'-2"24'-11 1/2"5'-9 5/8"27'-9 11/16"10'-8 1/2"23'-2 7/16"10'-0"11'-9 13/16"17'-6 7/16"19'-3 7/8"27'-11 1/8"28'-2"9'-3 1/2"5'-9"7'-7"8'-8 1/2"10'-1"774'-9"
5'-1 3/4"10"ALIGN6'-10 1/2"10'-9 1/2"2'-3"
12'-7"8'-11"11'-2 1/2"
2'-0 1/2"
5'-7"10'-2"5'-8"
23'-4"11'-11"
4'-8 1/4"6'-4"6'-4"
1'-6"EQEQ8'-0"EQEQ
5'-3"4'-9"3'-6"A6.26A6.13A4.11A4.23A4.33A4.3111'-2"8'-3 3/8"6'-0"1'-0"18'-2 1/4"7'-0"7'-6"11'-3 3/8"10'-2 1/4"7'-4"2'-4"6'-9 1/2"9'-9"8'-7 1/2"6'-0"A4.51REFER TO SHEET A6.3FOR EXTERIOR RAMPAND STAIRFECFECFECA1.0BasementFloor PlanScale:1Basement Floor Plan1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL PLAN NOTES1. DIMENSIONS SHOWN TO FACE OF EXTERIOR SHEATHING OR FACE OF GWB.2. ALL WINDOW LOCATION DIMENSIONS ARE TAKEN AT CENTERLINE OF WINDOWUNLESS NOTED OTHERWISE.3. ALL DWELLING UNIT SEPARATION WALLS TO BE ONE HOUR RATED.4. REFER TO ENLARGED UNIT PLANS ON SHEET A1.5 FOR PARTITION TYPES, DOORTAGS, & DIMENSIONS NOT SHOWN ON THIS PLAN.7. REFER TO SHEET A8.1 FOR ALL BATHROOM AND KITCHEN ELEVATIONS ANDENLARGED PLANS.8. ALL FLOOR SLABS ARE 1 HR RATED UNLESS INDICATED AS 2 HR RATED ON FLOORPLANS. REFER TO MANUFACTURES LITERATURE FOR UL DESIGNATION.LINE TYPE LEGEND1 HOUR RATED WALL2 HOUR RATED WALLDESIGNATES GROUP II ACCESSIBLE UNITS
11'-8"EQ136TYPE DALCOVE STUDIO120TYPE ASTUDIO160TYPE C ONE BEDROOM132TYPE BALCOVE STUDIOST2-1STAIR 2156TYPE BALCOVE STUDIO168TYPE ASTUDIO166TYPE AALCOVE STUDIO164TYPE A1ALCOVE STUDIO182CORRIDOR180CORRIDOR124TYPE CONE BEDRMST3-1STAIR 3128TYPE ASTUDIO122TYPE FSTUDIO148TYPE CONE BEDRMST1-1STAIR 1149TYPE AONE BEDRM146TYPE CALCOVE STUDIO130TYPE BALCOVE STUDIO126TYPE AONE BEDROOM134TYPE GSTUDIO178CORRIDOR150TYPE ASTUDIO162TYPE ASTUDIO118TYPE ASTUDIO144TYPE ASTUDIO142PUB138ROOMLIVING140READING108OFFICEEXECUTIVE114OFFICEMARKETING116CONFERENCE112ADMIN110RECEPTION104LOBBY102VESTUBULE100PORCH152ROOMMULTIPURPOSE106SALONHAIR158TYPE AONE BEDROOM271'-8 1/2"47'-4 1/2"148'-0"76'-4"80'-9"
80'-9"47'-4 1/2"4'-6"
128'-1 1/2"47'-4 1/2"46'-1 1/2"24'-2"44'-1"A4.01A4.0112'-0"4'-2"12'-0"4'-3"31'-4 1/2"31'-4 1/2"12'-0"14'-2"12'-0"24'-0"13'-4 1/2"80'-10"11'-0"12'-0"4'-2"12'-0"
13'-0"3'-2"13'-0"32'-9"5'-6"17'-0"14'-11"8'-8 1/2"EQUALEQUALEQUALEQUAL15'-11 1/2"4'-9 1/2"4'-5"11'-6"8'-3"EQUAL5'-11 1/2"7'-6"7'-6"8'-4 1/2"EQUALEQUALEQUALEQUALEQUALEQUAL17'-2 1/2"21'-4"3'-8"5'-2"19'-0"13'-3"25'-8"6'-5"EQUALEQUALEQUALEQUALEQUALEQUAL19'-6"18'-5"5'-2"20'-6 1/2"16'-6"3'-0"7'-0"3'-0"1'-6"3'-0"EQEQ EQEQ3'-0"7'-0"3'-0"
EQEQ EQEQ9'-6"18'-1 1/2"
3'-8"EQ3'-9"3'-9"EQ8'-11 1/2"9'-7"3'-8"22'-6"16'-0 1/2"
8'-3"
2'-6"2'-0"2'-6"2'-0"5'-2"5'-2"18'-10"EQUAL10'-7 1/2"2'-6"2'-0"
2'-6"2'-0"
5'-2"5'-2"16'-2"5'-6"24'-6 1/2"19'-10 1/2"12'-5 1/2"13'-0"3'-6"3'-9"4'-0"3'-9"5'-3"EQ17'-4"1'-6"
9'-1"
5'-1 1/2"5'-2"2'-6"2'-0"6'-10"16'-8"3'-9"3'-11 1/2"4'-6"2'-2"
4'-6"MMLABABBABCCJECBBHBBHAAACJECBHBBHBADDDDDDKJHBBHBBACJKCJJAAAGGGGGGJJAJJA3A17A1111111A17A11111113A2B2B111A111B1A1C1C1C2B77A171122124126128130132134136144148150152154ST11166ST21158170172174176178106118120ST311B104102110108114113VEST.1132B1B116A1162B221ST31A2B7774777A1A17777777777777777777772A3A3A2A2A2A3A3A3A3A2A12A3A2A3A7A2A3A72A2A3A2A2A3A2A3A7772A2A3A1E1F2A2A3A3A2A7A772A77A77A2A2A11E174LAUND.176HOLDJ.C. SOIL2B2B1B172TOILET171TOILET170CORRIDOR19RUP19RUP19R19RDNUP3A74143TYPE BALCOVE STUDIO715214311A2 HR RATEDSLAB REQ'DTHIS AREAMOVEABLE WALLPANEL IN OVERHEADTRACK2B22AUSPS MAILBOXES1EALIGN
ALIGN
8'-4 1/2"5'-0"ALIGN
ALIGN
26'-8"1'-4 1/2"ALIGN 6'-4"6'-4"6"5'-4"14'-0"14'-0"5'-1"9'-3 1/2"18'-10 1/2"28'-6"14'-0"15'-6"15'-6"24'-2"17'-10"34'-3 1/2"ALIGN39'-4 1/4"ALIGNALIGN15'-6"14'-0"18'-6"16'-8 1/2"28'-6"14'-0"9'-3 1/2"5'-1"
6'-0"29'-6 1/2"16'-0 1/2"
29'-6 1/2"16'-0 1/2"
7'-6"6'-7"
6'-7"7'-5"14'-0"15'-6"15'-6"14'-0"15'-7 3/4"15'-7 3/4"29'-6 1/2"16'-0 1/2"1'-0"1'-0"28'-6"9'-3 1/2"15'-6"44'-5"5'-10 3/4"19'-0 1/8"
7'-2 3/4"4'-0"
8'-9 1/2"10'-11"6'-0"1'-10"18'-3 1/4"
1'-0"
1'-0"
1'-0"4'-2 1/4"20'-7 1/2"9"4'-0"9'-9 1/4"20'-7 1/2"18'-7"30'-11"14'-2 1/2"4'-0"16'-8 1/2"14'-4"11'-1 3/4"777EQUALEQUAL1'-6"1'-0"1'-6"TYP6"4"
8'-5"3'-0"
13'-0"FECFECFEC2ELEV1ELEV3A3A1A1A6ST11A182178180A4.11A4.11A4.11A4.11A4.11A4.11A4.11A4.111'-5 1/4"
1'-9"
10'-8 1/2"1'-9"1'-5 3/8"1'-9"12" DIA. FRP COLS.TYP FOR 1010'-9 1/2"1'-9"1A1A669 1/2"4 1/4"9 1/2"612346578101114131215161718201921232224252627ABCDEFGHLMNP1215KJ1'-3 1/2"19'-1 1/8"6'-7 1/4"1'-0 3/8"15'-11 3/4"2'-7 1/4"5 3/4"7'-8 1/2"10'-8 5/8"2'-0"21'-2 1/4"10'-0"11'-9 3/4"17'-7 1/4"3 1/2"L9 1/4"19'-6 3/4"16'-1 1/8"10'-11 3/8"14'-3 1/2"H44'-1"9'-10 3/4"18'-8 1/2"2'-5"3'-0 7/8"3'-6 3/8"5'-2 5/8"5'-3 1/4"3'-6 1/8"1'-0"6'-7 1/4"3'-2 3/8"6'-2 7/8"8'-3 1/4"9'-4 1/2"2'-11"3'-1"3'-11"10'-4 5/8"10'-4 3/4"14'-4 3/4"50'-2 5/8"9'-10 3/4"36'-1 1/4"14'-9"A4.02A4.02A4.12A4.21A4.23A4.12A4.41A4.51A4.33A4.312 HR RATEDSLAB REQDIN THIS AREATYPA6.22A6.22A6.27A6.14A6.24A4.42A6.24A4.51A4.51REFER TO SHEET A6.3 FOREXTERIOR RAMP AND STAIRA4.11A4.12A4.12A4.12A4.41FECFECA4.5376A1.1FirstFloor PlanScale:1FIRST FLOOR PLAN1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL PLAN NOTES1. DIMENSIONS SHOWN TO FACE OF EXTERIOR SHEATHING OR FACE OF GWB.2. ALL WINDOW LOCATION DIMENSIONS ARE TAKEN AT CENTERLINE OF WINDOWUNLESS NOTED OTHERWISE.3. ALL DWELLING UNIT SEPARATION WALLS TO BE ONE HOUR RATED.4. REFER TO ENLARGED UNIT PLANS ON SHEET A1.5 FOR PARTITION TYPES, DOORTAGS, & DIMENSIONS NOT SHOWN ON THIS PLAN.7. REFER TO SHEET A8.1 FOR ALL BATHROOM AND KITCHEN ELEVATIONS ANDENLARGED PLANS.8. ALL FLOOR SLABS ARE 1 HR RATED UNLESS INDICATED AS 2 HR RATED ON FLOORPLANS. REFER TO MANUFACTURES LITERATURE FOR UL DESIGNATION.LINE TYPE LEGEND1 HOUR RATED WALL2 HOUR RATED WALLDESIGNATES GROUP II ACCESSIBLE UNITS
270TYPE BSTUDIO284HOLDJ.C./SOIL232TYPE BALCOVE STUDIOST2-2STAIR 2266TYPE BALCOVE STUDIO278TYPE ASTUDIO264TYPE BALCOVE STUDIO276TYPE AALCOVE STUDIO274TYPE A1ALCOVE STUDIO280TUB ROOM246KITCHENCOUNTRY244ROOMMULTI-PURPOSE242NURSE282TOILET286LAUND.210TYPE DSTUDIO212TYPE CSTUDIO208CORRIDOR206CORRIDOR224TYPE BSTUDIOST3-2STAIR 3228TYPE ASTUDIO222TYPE EALCOVE STUDIO250TYPE BSTUDIOST1-2STAIR 1252TYPE AONE BEDROOM248TYPE CALCOVE STUDIO230TYPE BALCOVE STUDIO271'-8 1/2"36'-8 1/2"6'-6"148'-0"76'-4"80'-9"
80'-9"36'-8 1/2"4'-6"
134'-7 1/2"47'-4 1/2"10'-8"46'-1 1/2"4'-7 1/2"24'-2"44'-1"16'-4"256TYPE ESTUDIO258CONF.OFFICE/260STORAGE262TYPE ASTUDIO226TYPE AONE BEDROOM234TYPE FALCOVE STUDIO214TYPE GALCOVE STUDIO240TYPE BONE BEDROOM236TYPE DALCOVE STUDIO204CORRIDOR218TYPE AALCOVE STUDIO220TYPE A1ALCOVE STUDIO216TYPE ASTUDIO238TYPE ASTUDIO254TYPE ASTUDIO272TYPE ASTUDIO268TYPE AONE BEDROOM12'-0"4'-2"12'-0"4'-3"11'-11 1/2"14'-9 1/2"9'-8 1/4"12'-0"9'-8 1/4"12'-0"14'-2"12'-0"7'-8"5'-5"19'-3"8'-6"3'-11 1/2"13'-4 1/2"19'-9"13'-0"3'-2"13'-0"17'-6 1/2"12'-0"2'-9"16'-3 1/2"11'-0"12'-0"4'-2"12'-0"41'-7"
18'-10"13'-0"3'-2"13'-0"16'-5 1/2"16'-3 1/2"5'-6"17'-0"14'-11"8'-8 1/2"EQUALEQUALEQUALEQUALEQUALEQUAL10'-0"4'-9 1/2"4'-5"11'-6"8'-3"4'-9"EQUALEQUAL4'-9"5'-11 1/2"7'-6"14'-9"7'-6"8'-4 1/2"EQUALEQUALEQUALEQUALEQUALEQUAL11'-8 1/2"21'-4"3'-8"5'-2"19'-0"13'-3"29'-0"9'-11"EQUALEQUALEQUALEQUALEQUALEQUAL19'-6"18'-5"5'-2"18'-3 1/2"13'-3"3'-1"
3'-0"7'-0"3'-0"1'-6"3'-0"EQEQ EQEQ3'-0"7'-0"3'-0"
EQEQ EQEQ9'-6"6'-11 1/2"
3'-8"4'-0"15'-3"EQUALEQUALEQ3'-9"3'-9"EQ10'-10"8'-11"3'-0"7'-0"3'-0"EQEQE
Q
E
Q
3'-0"7'-0"3'-0"EQEQEQEQEQUALEQUAL3'-8"22'-6"10'-6 1/2"
2'-6"2'-0"
EQEQ
2'-6"11'-2"8'-3"BHBBBBBMMAAHMMLAAGABABBABCCDECBBHBBHACACDECBHBBHB2'-6"2'-0"2'-6"2'-0"FDDDDAHBBAHKJHBBHBBHBBACDEC2'-6"2'-0"
2'-6"2'-0"
2'-6"2'-0"
2'-6"2'-0"2'-6"2'-0"2'-6"2'-0"6'-8"243CLOSET7717A11111111A17A111117A1111111111111A111A1C1C1C11777777777A777777777177777777771277777777777222224226228230232234236238240242343248250252254ST12256258260262264266ST22268270272274276278282280284286210212214216218220ST322A3A2A2A3A3A2A2A2A3A3A2A3A3A3A2A12A3A2A3A2A3A2A2A3A7A2A3A72A2A3A36'-8 1/2"10'-8"2A2A3A2A3A72A3A2A2A2A3A777772A2A3A1E1E1F10'-8"2A2A3A19R19RDNUP19R19RDNUP19R19RDNUP282A203TRASH20373A7715'-6"15'-6"9'-3 1/2"18'-10 1/2"28'-6"14'-0"15'-6"15'-6"24'-2"17'-10"18'-6"16'-8 1/2"28'-6"14'-0"9'-3 1/2"22'-0"6'-0"18'-10 1/2"16'-0 1/2"
29'-6 1/2"16'-0 1/2"16'-8 1/2"14'-0"13'-3 1/4"5'-10"14'-0"17'-0"15'-3 1/2"21'-0"12'-1"7'-0 1/4"7'-6"11'-7 1/4"30'-2 7/8"2'-0"6'-7"16'-3 1/2"19'-1"2'-5 1/2"21'-0 1/2"60'-8 1/2"14'-0"15'-6"15'-6"14'-0"18'-10 1/2"16'-0 1/2"28'-6"9'-3 1/2"15'-6"6'-5 1/2"17'-7 3/4"15'-6"14'-0"14'-1"
7'-6"6'-7"
6'-4"7'-9"11'-1 3/4"A201STOR.FECFECFEC2ELEV1ELEV3A3A3A72A1A2042082063A2A11"2'-0"11"TYPA6.28A6.23A6.23A6.14A4.01A4.01A4.11A4.02A4.02A4.12A4.21A4.23A4.12A4.41A4.51A4.33A4.31A4.41A4.12A4.124'-6"A4.51A6.24A4.12A4.42A6.24A4.51FECFECA4.5361234657810111412161718201921232224252627ABCDEFGHLMN12KJLHA1.2SecondFloor PlanScale:1SECOND FLOOR PLAN1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL PLAN NOTES1. DIMENSIONS SHOWN TO FACE OF EXTERIOR SHEATHING OR FACE OF GWB.2. ALL WINDOW LOCATION DIMENSIONS ARE TAKEN AT CENTERLINE OF WINDOWUNLESS NOTED OTHERWISE.3. ALL DWELLING UNIT SEPARATION WALLS TO BE ONE HOUR RATED.4. REFER TO ENLARGED UNIT PLANS ON SHEET A1.5 FOR PARTITION TYPES, DOORTAGS, & DIMENSIONS NOT SHOWN ON THIS PLAN.7. REFER TO SHEET A8.1 FOR ALL BATHROOM AND KITCHEN ELEVATIONS ANDENLARGED PLANS.8. ALL FLOOR SLABS ARE 1 HR RATED UNLESS INDICATED AS 2 HR RATED ON FLOORPLANS. REFER TO MANUFACTURES LITERATURE FOR UL DESIGNATION.LINE TYPE LEGEND1 HOUR RATED WALL2 HOUR RATED WALLDESIGNATES GROUP II ACCESSIBLE UNITS
370TYPE BSTUDIO384HOLDJ.C./SOIL332TYPE BALCOVE STUDIOST2-3STAIR 2366TYPE BALCOVE STUDIO378TYPE ASTUDIO364TYPE BALCOVE STUDIO376TYPE AALCOVE STUDIO374TYPE A1ALCOVE STUDIO346KITCHENCOUNTRY344ROOMMULTI-PURPOSE342NURSE382TOILET386LAUNDRY310TYPE DSTUDIO312TYPE CSTUDIO308CORRIDOR306CORRIDOR324TYPE BSTUDIOST3-3STAIR 3328TYPE ASTUDIO322TYPE EALCOVE STUDIO350TYPE BSTUDIOST1-3STAIR 1352TYPE AONE BEDROOM348TYPE CALCOVE STUDIO330TYPE BALCOVE STUDIO271'-8 1/2"36'-8 1/2"6'-6"148'-0"76'-4"80'-9"
80'-9"36'-8 1/2"4'-6"
134'-7 1/2"47'-4 1/2"10'-8"46'-1 1/2"4'-7 1/2"24'-2"44'-1"16'-4"356TYPE ESTUDIO358CONF.OFFICE/360OFFICE362TYPE ASTUDIO326TYPE AONE BEDROOM334TYPE FALCOVE STUDIO314TYPE GALCOVE STUDIO340TYPE BONE BEDROOM336TYPE DALCOVE STUDIO304CORRIDOR318TYPE AALCOVE STUDIO320TYPE AALCOVE STUDIO316TYPE ASTUDIO338TYPE ASTUDIO354TYPE ASTUDIO372TYPE ASTUDIO368TYPE AONE BEDROOM12'-0"4'-2"12'-0"4'-3"11'-11 1/2"14'-9 1/2"9'-8 1/4"12'-0"9'-8 1/4"12'-0"14'-2"12'-0"7'-8"5'-5"19'-3"8'-6"3'-11 1/2"13'-4 1/2"19'-9"13'-0"3'-2"13'-0"17'-6 1/2"12'-0"2'-9"16'-3 1/2"11'-0"12'-0"4'-2"12'-0"41'-7"
18'-10"13'-0"3'-2"13'-0"16'-5 1/2"16'-3 1/2"5'-6"17'-0"14'-11"8'-8 1/2"EQUALEQUALEQUALEQUALEQUALEQUAL10'-0"4'-9 1/2"4'-5"11'-6"8'-3"4'-9"EQUALEQUAL4'-9"5'-11 1/2"7'-6"14'-9"7'-6"8'-4 1/2"EQUALEQUALEQUALEQUALEQUALEQUAL11'-8 1/2"21'-4"3'-8"5'-2"19'-0"13'-3"29'-0"9'-11"EQUALEQUALEQUALEQUALEQUALEQUAL19'-6"18'-5"5'-2"20'-6 1/2"11'-0"3'-1"
3'-0"7'-0"3'-0"1'-6"3'-0"EQEQ EQEQ3'-0"7'-0"3'-0"
EQEQ
EQEQ9'-6"6'-11 1/2"
3'-8"4'-0"15'-3"EQUALEQUALEQ3'-9"3'-9"EQ10'-10"8'-11"3'-0"7'-0"3'-0"EQEQEQEQ3'-0"7'-0"3'-0"EQEQEQEQEQUALEQUAL3'-8"22'-6"10'-6 1/2"
2'-6"2'-0"
EQEQ
2'-6"11'-2"8'-3"BHBBBBBMMAAHMMLAGABABBABCCDECBBHBBHACACDECBHBBHB2'-6"2'-0"2'-6"2'-0"FDDDDAHBBAHKJHBBHBBHBBACDEC2'-6"2'-0"
2'-6"2'-0"
2'-6"2'-0"
2'-6"2'-0"2'-6"2'-0"2'-6"2'-0"6'-8"343STORAGE7717A111111117A111117A1111111111111A111A1C1C1C11777777777A777777771777777777771277777777777322324326328330332334336338340342343348350352354ST13356358360362364366ST23368370372374376378384386310312314316318320ST332A3A2A2A3A3A2A2A2A3A3A2A3A3A3A2A12A3A2A3A2A3A2A2A3A7A2A3A72A2A3A36'-8 1/2"10'-8"2A2A3A2A3A72A3A2A2A2A3A777772A2A3A1E1E1F10'-8"2A2A3A3A2A19RDN19RDN19R282A382381381OFFICE2B303TRASH30323A2'-6"15'-6"15'-6"9'-3 1/2"18'-10 1/2"28'-6"14'-0"15'-6"15'-6"24'-2"17'-10"18'-6"16'-8 1/2"28'-6"14'-0"9'-3 1/2"22'-0"6'-0"29'-6 1/2"16'-0 1/2"16'-8 1/2"14'-0"13'-3 1/4"5'-10"14'-0"17'-0"15'-3 1/2"21'-0"12'-1"7'-0"7'-4"11'-9 1/4"30'-2 3/4"9'-0"16'-3 1/2"19'-1"2'-5 1/2"21'-0 1/2"60'-8 1/2"14'-0"15'-6"15'-6"14'-0"18'-10 1/2"16'-0 1/2"28'-6"9'-3 1/2"15'-6"6'-5 1/2"17'-7 5/8"15'-6"14'-0"14'-1 1/8"
6'-4"7'-9"11'-1 3/4"AA301301STOR.7FECFECFEC8'-4"6'-10"2ELEV1ELEV3A3A5'-9"8'-4"3A71A71A3043063082'-0"11"11"TYPA6.29A6.24A6.24A6.142AA4.01A4.01A4.11A4.02A4.02A4.12A4.21A4.23A4.12A4.41A4.51A4.33A4.31A4.41A4.12A4.12A4.51A6.24A4.12A4.42A6.24A4.51FECFEC12451114122627ABCFGMN12A1.3ThirdFloor PlanScale:1THIRD FLOOR PLAN1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL PLAN NOTES1. DIMENSIONS SHOWN TO FACE OF EXTERIOR SHEATHING OR FACE OF GWB.2. ALL WINDOW LOCATION DIMENSIONS ARE TAKEN AT CENTERLINE OF WINDOWUNLESS NOTED OTHERWISE.3. ALL DWELLING UNIT SEPARATION WALLS TO BE ONE HOUR RATED.4. REFER TO ENLARGED UNIT PLANS ON SHEET A1.5 FOR PARTITION TYPES, DOORTAGS, & DIMENSIONS NOT SHOWN ON THIS PLAN.7. REFER TO SHEET A8.1 FOR ALL BATHROOM AND KITCHEN ELEVATIONS ANDENLARGED PLANS.8. ALL FLOOR SLABS ARE 1 HR RATED UNLESS INDICATED AS 2 HR RATED ON FLOORPLANS. REFER TO MANUFACTURES LITERATURE FOR UL DESIGNATION.LINE TYPE LEGEND1 HOUR RATED WALL2 HOUR RATED WALLDESIGNATES GROUP II ACCESSIBLE UNITS
SLOPE10:12ROOF SLOPE8:12ROOF SLOPE8:12SLOPE10:12SLOPESLOPEROOF SLOPE8:12ROOF SLOPE8:12ROOF SLOPE
8:12
ROOF SLOPE
8:12
ROOF SLOPE
5:12ROOF SLOPE5:12ROOF SLOPE8:12ROOF SLOPE8:12ROOF SLOPE5:12R.DO.R.DR.DO.R.DR.DO.R.DR.DO.R.DR.DO.R.DROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.RAINDIVERTERRAINDIVERTERRAINDIVERTERRAINDIVERTERRIDGE VENTRIDGE VENT
RIDGE VENTRIDGE VENTRIDGE VENTRIDGE VENT
RIDGE VENT
A4.01A4.01A4.11A4.02A4.02A4.12A4.21A4.23A4.12A4.41A4.51A4.33A4.31A4.12A4.12A4.51A6.24A4.12A4.42A6.24A4.51A4.4120x30 ACCESSPANEL20x30 ACCESSPANEL20x30 ACCESSPANEL20x30 ACCESSPANEL20"x30" ACCESSPANEL20"x30" ACCESSPANEL20"x30" ACCESSPANELELEVATOR PENTHOUSEA1.4Roof PlanScale:1ROOF PLAN1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
ATYPE ALCOVE STUDIO2A3A712B2B2B12AREFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION2'-0"EQ
5'-4"
EQ 2B5'-8"6"U-1U-22'-1"A1TYPE ALCOVE STUDIOEQ 4'-0"EQ2B2'-0"2B5'-8"2B2B6"
2'-1"11U-1U-2REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATIONATYPE STUDIO17A772B2B2B5'-8"2'-1"
EQ 4'-0"EQ2'-0"2A3AU-1U-2REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION3"1AAT ROOM162 ONLY1'-6"CTYPE ONE BEDROOM7A1772B5'-8"2'-1"2'-0"EQUALEQUAL2B2B2A3A1'-2"EQ4'-0"1'-3"4'-0"EQU-1U-1U-2U-2REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION4"DTYPE ALCOVE STUDIOU-1U-22B5'-8"2'-1"13A2B2BEQ4'-0"EQ 2A3A1REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION6"ATYPE ONE BEDROOM77A171C2B2A3A2B2B2B2BEQ4'-0"1'-6"4'-0"EQ1'-8"4'-0"2A5'-8"2'-1"U-1U-1U-2U-2U-21'-6"
4"REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION6"FTYPE STUDIO12B2B2B2B3A17EQ4'-0"EQU-1U-25'-8"2'-1"REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION4'-6"GTYPE STUDIOU-12B5'-8"2'-1"2B2BEQ4'-0"EQ U-211772A3AREFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION6"BTYPE ALCOVE STUDIOU-1U-22B2BEQ4'-0"EQ 2A3A112B5'-8"2'-1"3A7REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION6"CTYPE ALCOVE STUDIOU-1U-32A3A77EQ4'-0"EQ5'-6"7'-2"2'-1"2B2B17AREFER TO 3/A8.1FOR ENLARGEDBATHROOM PLAN2BREFER TO 7/A8.1 FORKITCHEN ELEVATION2'-0"GTYPEALCOVE STUDIO77REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLAN2BEQ 4'-0"EQ2'-0"U-22A3A6"U-1112B5'-8"2'-1"ETYPEALCOVE STUDIO2BEQ 4'-0"EQ2'-0"U-22A3A7REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANU-15'-0"712B5'-8"2'-1"CTYPESTUDIO12B2BEQ 4'-0"EQ2'-0"2A3AU-1U-2REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLAN76"5'-8"2'-1"2B7FTYPEALCOVE STUDIOREFER TO 1/A8.1FOR ENLARGEDBATHROOM PLAN2BEQ 4'-0"EQ2'-0"U-22A3A76"12B5'-8"2'-1"U-2U-1DTYPESTUDIO2BEQ 4'-0"EQ2'-0"U-22A3A77112B5'-8"2'-1"6"REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANU-1BTYPESTUDIO2B5'-8"2'-0"6'-0"2B712B2A3AREFER TO 1/A8.1FOR ENLARGEDBATHROOM PLAN16"7EQ4'-0"EQU-1U-2BTYPEONE BEDROOMU-1U-22A3A7EQ 4'-0"EQ7'-2"REFER TO 3/A8.1FOR ENLARGEDBATHROOM PLAN2'-1"2BREFER TO 7/A8.1 FORKITCHEN ELEVATION2'-0"712B2B2'-11"U-1U-215'-6"2BEQUALEQUALEQ4'-0"1'-6"4'-0"EQU-3ETYPESTUDIO12B2B5'-8"2'-1"EQ 4'-0"EQ2'-0"2A3AU-1U-2REFER TO 1/A8.1FOR ENLARGEDBATHROOM PLANREFER TO 7/A8.1 FORKITCHEN ELEVATION176"2BA1.5EnlargedUnit Plans2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014Scale:2ENLARGED PLAN - STUDIO TYPE B1/4" = 1'-0"Scale:3ENLARGED PLAN - STUDIO TYPE C1/4" = 1'-0"Scale:4ENLARGED PLAN - STUDIO TYPE D1/4" = 1'-0"Scale:1ENLARGED PLAN - STUDIO TYPE A1/4" = 1'-0"Scale:6ENLARGED PLAN - STUDIO TYPE F1/4" = 1'-0"Scale:7ENLARGED PLAN - STUDIO TYPE G1/4" = 1'-0"Scale:8ENLARGED PLAN - ALCOVE STUDIO TYPE A1/4" = 1'-0"Scale:5ENLARGED PLAN - STUDIO TYPE E1/4" = 1'-0"Scale:10ENLARGED PLAN - ALCOVE STUDIO TYPE B1/4" = 1'-0"Scale:11ENLARGED PLAN - ALCOVE STUDIO TYPE C1/4" = 1'-0"Scale:12ENLARGED PLAN - ALCOVE STUDIO TYPE D1/4" = 1'-0"Scale:9ENLARGED PLAN - ALCOVE STUDIO TYPE A11/4" = 1'-0"Scale:14ENLARGED PLAN - ALCOVE STUDIO TYPE F1/4" = 1'-0"Scale:15ENLARGED PLAN - ALCOVE STUDIO TYPE G1/4" = 1'-0"Scale:16ENLARGED PLAN - ONE BEDROOM TYPE A1/4" = 1'-0"Scale:13ENLARGED PLAN - ALCOVE STUDIO TYPE E1/4" = 1'-0"Scale:18ENLARGED PLAN - ONE BEDROOM TYPE C1/4" = 1'-0"Scale:17ENLARGED PLAN - ONE BEDROOM TYPE B1/4" = 1'-0"
018MECH.ELEV.014KITCHENST2-0STAIR 2032CORRIDOR008STORAGE016OFFICECHEF024ELEC020CORRIDOR028RECEIVING030MECHANICAL012LOUNGESTAFF013STORAGE027DATATEL/002TOILET004TOILET006JAN.2ELEV1ELEVCKJMNP8121311A2.0BasementReflectedCeiling PlanScale:1Basement Reflected Ceiling Plan1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL REFLECTED CEILING PLAN NOTES1. ALL FLOOR SLABS ARE 1 HOUR RATED. REFER TO MANUFACTURERS LITERATUREFOR UL DESIGNATION.2. REFER TO MEP DRAWINGS FOR LIGHTING AND HVAC GRILLES.3. ALL ACT CEILINGS ARE AT 8'-6" ABOVE FINISHED FLOOR UNLESS SHOWNOTHERWISE.4. ALL ACT CEILING IN UNIT BATHROOMS ARE AT 8'-0" ABOVE FINISHED FLOOR.5. ALL GWB CEILINGS ARE 10'-4" AFF UNLESS SHOWN OTHERWISE.RCP LEGEND1 HOUR RATED WALL2 HOUR RATED WALL2' x 2' ACT GRIDVINYL SOFFIT, REFER TO WALL SECTIONS FORELEVATION AND TYPE 4ILLUMINATED DIRECTIONALEXIT SIGNILLUMINATED EXIT SIGN
136TYPE DALCOVE STUDIO120TYPE ASTUDIO160TYPE C ONE BEDROOM132TYPE BALCOVE STUDIOST2-1STAIR 2156TYPE BALCOVE STUDIO168TYPE ASTUDIO166TYPE AALCOVE STUDIO164TYPE A1ALCOVE STUDIO182CORRIDOR180CORRIDOR124TYPE CONE BEDRMST3-1STAIR 3128TYPE ASTUDIO122TYPE FSTUDIO148TYPE CONE BEDRMST1-1STAIR 1149TYPE AONE BEDRM146TYPE CALCOVE STUDIO130TYPE BALCOVE STUDIO126TYPE AONE BEDROOM134TYPE GSTUDIO178CORRIDOR150TYPE ASTUDIO162TYPE ASTUDIO118TYPE ASTUDIO144TYPE ASTUDIO142PUB138ROOMLIVING140READING108OFFICEEXECUTIVE114OFFICEMARKETING116CONFERENCE112ADMIN110RECEPTION104LOBBY102VESTUBULE100PORCH152ROOMMULTIPURPOSE106SALONHAIR158TYPE AONE BEDROOM113VEST.174LAUND.176HOLDJ.C. SOIL172TOILET171TOILET170CORRIDOR143TYPE BALCOVE STUDIOMOVEABLE WALLPANEL IN OVERHEADTRACKUSPS MAILBOXES2ELEV1ELEV12346578101114131215161718201921232224252627ABCDEFGHLMNP1215KJLHGWB SOFFIT8'-0" AFFGWB SOFFIT9'-0" AFFGWB SOFFIT8'-0" AFFGWB SOFFIT8'-0" AFFGWB SOFFIT8'-0" AFFACT CEILING8'-6" AFFGWB SOFFIT9'-0" AFFGWB SOFFIT8'-0" AFFACT CEILING8'-6" AFFGWB SOFFIT8'-4" AFFGWB CEILING8'-9" AFFGWB SOFFIT8'-0" AFFACT CEILING8'-0" AFFTYP. FOR ALLUNIT BATHRMS.GWB CEILING10'-4" AFFTYP. FOR ALL1ST FLR UNITSA2.1First FloorReflectedCeiling PlanScale:1First Floor Reflected Ceiling Plan1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL REFLECTED CEILING PLAN NOTES1. ALL FLOOR SLABS ARE 1 HOUR RATED. REFER TO MANUFACTURERS LITERATUREFOR UL DESIGNATION.2. REFER TO MEP DRAWINGS FOR LIGHTING AND HVAC GRILLES.3. ALL ACT CEILINGS ARE AT 8'-6" ABOVE FINISHED FLOOR UNLESS SHOWNOTHERWISE.4. ALL ACT CEILING IN UNIT BATHROOMS ARE AT 8'-0" ABOVE FINISHED FLOOR.5. ALL GWB CEILINGS ARE 10'-4" AFF UNLESS SHOWN OTHERWISE.RCP LEGEND1 HOUR RATED WALL2 HOUR RATED WALL2' x 2' ACT GRIDVINYL SOFFIT, REFER TO WALL SECTIONS FORELEVATION AND TYPE 4ILLUMINATED DIRECTIONALEXIT SIGNILLUMINATED EXIT SIGN
270TYPE BSTUDIO284HOLDJ.C./SOIL232TYPE BALCOVE STUDIOST2-2STAIR 2266TYPE BALCOVE STUDIO278TYPE ASTUDIO264TYPE BALCOVE STUDIO276TYPE AALCOVE STUDIO274TYPE A1ALCOVE STUDIO280TUB ROOM246KITCHENCOUNTRY244ROOMMULTI-PURPOSE242NURSE282TOILET286LAUND.210TYPE DSTUDIO212TYPE CSTUDIO208CORRIDOR206CORRIDOR224TYPE BSTUDIOST3-2STAIR 3228TYPE ASTUDIO222TYPE EALCOVE STUDIO250TYPE BSTUDIOST1-2STAIR 1252TYPE AONE BEDROOM248TYPE CALCOVE STUDIO230TYPE BALCOVE STUDIO256TYPE ESTUDIO258CONF.OFFICE/260STORAGE262TYPE ASTUDIO226TYPE AONE BEDROOM234TYPE FALCOVE STUDIO214TYPE GALCOVE STUDIO240TYPE BONE BEDROOM236TYPE DALCOVE STUDIO204CORRIDOR218TYPE AALCOVE STUDIO220TYPE A1ALCOVE STUDIO216TYPE ASTUDIO238TYPE ASTUDIO254TYPE ASTUDIO272TYPE ASTUDIO268TYPE AONE BEDROOM243CLOSET203TRASH201STOR.2ELEV1ELEVGWB SOFFIT8'-0" AFFACT CEILING8'-0" AFFTYP. FOR ALLUNIT BATHRMS.GWB CEILING10'-4" AFFTYP. FOR ALL2ND FLR. UNITSGWB SOFFIT8'-0" AFFACT CEILING8'-6" AFFGWB SOFFIT8'-0" AFFACT CEILING8'-6" AFFGWB SOFFIT9'-0" AFFA2.2Second FloorReflectedCeiling PlanScale:1Second Floor Reflected Ceiling Plan1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL REFLECTED CEILING PLAN NOTES1. ALL FLOOR SLABS ARE 1 HOUR RATED. REFER TO MANUFACTURERS LITERATUREFOR UL DESIGNATION.2. REFER TO MEP DRAWINGS FOR LIGHTING AND HVAC GRILLES.3. ALL ACT CEILINGS ARE AT 8'-6" ABOVE FINISHED FLOOR UNLESS SHOWNOTHERWISE.4. ALL ACT CEILING IN UNIT BATHROOMS ARE AT 8'-0" ABOVE FINISHED FLOOR.5. ALL GWB CEILINGS ARE 10'-4" AFF UNLESS SHOWN OTHERWISE.RCP LEGEND1 HOUR RATED WALL2 HOUR RATED WALL2' x 2' ACT GRIDVINYL SOFFIT, REFER TO WALL SECTIONS FORELEVATION AND TYPE 4ILLUMINATED DIRECTIONALEXIT SIGNILLUMINATED EXIT SIGN
370TYPE BSTUDIO384HOLDJ.C./SOIL332TYPE BALCOVE STUDIOST2-3STAIR 2366TYPE BALCOVE STUDIO378TYPE ASTUDIO364TYPE BALCOVE STUDIO376TYPE AALCOVE STUDIO374TYPE A1ALCOVE STUDIO346KITCHENCOUNTRY344ROOMMULTI-PURPOSE342NURSE382TOILET386LAUNDRY310TYPE DSTUDIO312TYPE CSTUDIO308CORRIDOR306CORRIDOR324TYPE BSTUDIOST3-3STAIR 3328TYPE ASTUDIO322TYPE EALCOVE STUDIO350TYPE BSTUDIOST1-3STAIR 1352TYPE AONE BEDROOM348TYPE CALCOVE STUDIO330TYPE BALCOVE STUDIO356TYPE ESTUDIO358CONF.OFFICE/360OFFICE362TYPE ASTUDIO326TYPE AONE BEDROOM334TYPE FALCOVE STUDIO314TYPE GALCOVE STUDIO340TYPE BONE BEDROOM336TYPE DALCOVE STUDIO304CORRIDOR318TYPE AALCOVE STUDIO320TYPE AALCOVE STUDIO316TYPE ASTUDIO338TYPE ASTUDIO354TYPE ASTUDIO372TYPE ASTUDIO368TYPE AONE BEDROOM343STORAGE381OFFICE303TRASH301STOR.2ELEV1ELEVGWB SOFFIT8'-0" AFFACT CEILING8'-0" AFFTYP. FOR ALLUNIT BATHRMS.GWB CEILING10'-2 1/2" AFFTYP. FOR ALL3RD FLR UNITSGWB SOFFIT8'-0" AFFACT CEILING8'-6" AFFGWB SOFFIT8'-0" AFFACT CEILING8'-6" AFFGWB SOFFIT9'-0" AFFA2.3Third FloorReflectedCeiling PlanScale:1Third Floor Reflected Ceiling Plan1/8" = 1'-0"2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014GENERAL REFLECTED CEILING PLAN NOTES1. ALL FLOOR SLABS ARE 1 HOUR RATED. REFER TO MANUFACTURERS LITERATUREFOR UL DESIGNATION.2. REFER TO MEP DRAWINGS FOR LIGHTING AND HVAC GRILLES.3. ALL ACT CEILINGS ARE AT 8'-6" ABOVE FINISHED FLOOR UNLESS SHOWNOTHERWISE.4. ALL ACT CEILING IN UNIT BATHROOMS ARE AT 8'-0" ABOVE FINISHED FLOOR.5. ALL GWB CEILINGS ARE 10'-4" AFF UNLESS SHOWN OTHERWISE.RCP LEGEND1 HOUR RATED WALL2 HOUR RATED WALL2' x 2' ACT GRIDVINYL SOFFIT, REFER TO WALL SECTIONS FORELEVATION AND TYPE 4ILLUMINATED DIRECTIONALEXIT SIGNILLUMINATED EXIT SIGN
ROOF T.O.DECK3RD FLOOR2ND FLOOR1ST FLOORBASEMENT11'-0"11'-0"11'-0"11'-0"THINSET BRICK VENEERVINYL SIDING ANDTRIMCDACDACJACCAABBBDDJCCCKGGGGAAAAAAMMMMLLMMLGGDDABBABBAABBABBAAJHHPPNA3.16A3.16A3.13A3.13A3.14A3.14A3.23A3.23A4.01A4.01A4.02A4.02A6.24A4.1220"x 30"ACCESSPANELA4.43A4.44A4.13A6.24A4.52A4.51A4.53ROOF T.O.DECK3RD FLOOR2ND FLOOR1ST FLOORBASEMENTTHINSET BRICK VENEERVINYL SIDING ANDTRIMTHINSET BRICK VENEERVINYL SIDING ANDTRIMJDDCCCAAAHHHHHHAJJJKKKHHHHHHAAADDDDDDDDDDDDHHHFFAHHHJADDA4.01A4.01A4.12A4.41A4.5120"x 30"ACCESSPANELA4.42A4.52A4.14GGAAROOF T.O.D.3RD FLOOR2ND FLOOR1ST FLOORA3.16A3.16A3.23A3.23612SNOWGUARDS4'-0"1'-8"4'-0"ROOF T.O.D.3RD FLOOR2ND FLOOR1ST FLOOR128SNOWGUARDSMMPROOF T.O.D.3RD FLOOR2ND FLOOR1ST FLOOR128SNOWGUARDSMMPROOF T.O.D.3RD FLOOR2ND FLOOR1ST FLOORA3.1ExteriorElevationsScale:1/8" = 1'-0"1SOUTH ELEVATIONScale:1/8" = 1'-0"4EAST ELEVATION OF ENTRY TOWER2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014Scale:1/8" = 1'-0"2NORTH ELEVATIONScale:1/8" = 1'-0"3WEST ELEVATION OF ENTRY TOWERScale:1/8" = 1'-0"5SOUTH ELEVATION OF SLOTScale:1/8" = 1'-0"6WEST ELEVATION OF SLOT
ROOF T.O.DECK3RD FLOOR2ND FLOOR1ST FLOORBASEMENT11'-0"11'-0"11'-0"11'-0"THINSET BRICK VENEERVINYL SIDING ANDTRIMJCCCBABBABBABBABABBABAAAKCJECECBBBBBA4.23A4.2120"x 30"ACCESSPANELA4.24A4.22A4.51A4.52ROOF T.O.DECK3RD FLOOR2ND FLOOR1ST FLOORBASEMENT11'-0"11'-0"11'-0"11'-0"THINSET BRICK VENEERVINYL SIDING ANDTRIMJCCCKEEAAAHHHHHHCCCKEEA4.33A4.31A4.32JCCCBABBABBABBABABBABAAAGGROOF T.O.DECK3RD FLOOR2ND FLOOR1ST FLOORBASEMENTA4.23A4.21A4.24A4.22A4.52A4.51A3.2ExteriorElevationsScale:1/8" = 1'-0"1EAST ELEVATIONScale:1/8" = 1'-0"2WEST ELEVATION 2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014Scale:1/8" = 1'-0"3EAST ELEVATION (SECTION) THROUGH SLOT
10'-4"10'-4"10'-2 1/2"
11'-0"11'-0"11'-0"ROOF T.O.D.3RD FLOOR2ND FLOOR1ST FLOORROOF T.O.D.3RD FLOOR2ND FLOOR1ST FLOORBASEMENT11'-0"11'-0"11'-0"11'-0"
10'-4"10'-4"10'-2 1/2"A4.0Building Section2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014Scale:1/4" = 1'-0"1BUILDING SECTIONScale:1/4" = 1'-0"2BUILDING SECTION
CONT. METAL CAPGRADEBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANEL11'-0"11'-0"11'-0"EPICORE MSRBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING5/8" PTD. GWB OVERVAPOR RETARDERREFER TO WINDOW SCHEDULE2'-6"2'-6"2'-6"AIR BARRIERAIR BARRIERVINYL WINDOW(U= .32)AIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITEL. 0'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.FRP CORNICE1 12" STEEL HAT CHANNELS58" PTD. GWBREFER TO WINDOW SCHEDULE
TPO ROOFING MEMBRANEPROTECTION BOARDR30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELTPO MEMBRANE ON 34 " FRTPLYWOOD SHEATHING1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBPTD. WOOD TRIMREFER TO WINDOW SCHEDULE
BUILT UP TAPERED INSUL.BATT INSULATIONCONCRETE FOUNDATIONR10 RIGID INSULATIONCONT. METAL CAPGRADEBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANEL11'-0"11'-0"11'-0"EPICORE MSRVINYL SIDINGAIR BARRIERAIR BARRIERAIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITEL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.FRP CORNICE1 12" STEEL HAT CHANNELS58" PTD. GWBTPO ROOFING MEMBRANEPROTECTION BOARDR30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELTPO MEMBRANE ON 34 " FRTPLYWOOD SHEATHING1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBBUILT UP TAPERED INSUL.BATT INSULATIONCONCRETE FROST WALLR10 RIGID INSULATIONPERIMETER DRAINAGE-SEE PLUMBING DWGS.PERIMETER DRAINAGE-SEE PLUMBING DWGS.EL. -0'-7 1/2"Scale:1WALL SECTION 1/2" = 1'-0"Scale:2WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSVINYL SIDINGR10 RIGID INSULATIONVINYL SIDINGR10 RIGID INSULATION5" VINYL LINEAL TYP FOR4 SIDES OF WINDOWVINYL WINDOW, SEE SCHEDULEVINYL SIDING TYPE 1VINYL CROWN5" VINYL LINEAL TYP FOR4 SIDES OF WINDOWBRICK VENEER"J" CASE BUILT IN CABINETWITH J BEAD SURROUND5" VINYL LINEAL TYP FOR4 SIDES OF WINDOW"J" CASE BUILT IN CABINETWITH J BEAD SURROUNDALUMINUM PARAPET CAPFRP CORNICE3 1/2" VINYL LINEALVINYL CORNICE MOULDINGScale:3ENLARGED ELEVATION 1/2" = 1'-0"VINYL SIDING TYPE 13 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSFRP CORNICE3 1/2" VINYL LINEALVINYL CORNICEMOULDINGVINYL SIDING TYPE 45" VINYL LINEALVINYL SUPER CORNER3 1/2" VINYL LINEALVINYL SIDING TYPE 4VINYL SIDING TYPE 43 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL"J" CASE BUILT INCABINET WITHJ BEAD SURROUND5" VINYL LINEAL"J" CASE BUILT INCABINET WITHJ BEAD SURROUNDVINYL SIDING TYPE 43 1/2" VINYL LINEAL3 1/2" VINYL LINEAL"J" CASE BUILT INCABINET WITHJ BEAD SURROUNDBRICK VENEER5" VINYL LINEALScale:4ENLARGED ELEVATION 1/2" = 1'-0"A5.12A5.12A4.1WallSections2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
CONT. METAL CAPCONCRETE SLAB -REFER TOSTRUCT. DWGS.GRADEBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELR10 RIGID INSULATION11'-0"11'-0"11'-0"11'-0"EPICORE MSREPICORE MSRBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDINGREFER TO WINDOW SCHEDULE2'-6"2'-6"2'-6"AIR BARRIERAIR BARRIERVINYL WINDOW(U= .32)AIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITVAPOR BARRIERCOMPACTED EARTHEL. 0'-0"EL. -11'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.FRP CORNICECONCRETE FOUNDATION WALL,SEE STRUCTURAL DWG.-WATERPROOF ON EXTERIOR SIDEPERIMETER DRAINAGE-SEE PLUMBING DWGS.1 12" STEEL HAT CHANNELS58" PTD. GWBREFER TO WINDOW SCHEDULE
TPO ROOFING MEMBRANEPROTECTION BOARDR30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELTPO MEMBRANE ON 34 " FRTPLYWOOD SHEATHING1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBPTD. WOOD TRIMREFER TO WINDOW SCHEDULE
BUILT UP TAPERED INSUL.BATT INSULATIONR 15 BATT INSULATIONEL. -0'-7 1/2"Scale:1WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSVINYL SIDINGR10 RIGID INSULATION5" VINYL LINEAL TYP FOR4 SIDES OF WINDOWVINYL WINDOW, SEE SCHEDULEVINYL SIDING TYPE 1VINYL CROWN5" VINYL LINEAL TYP FOR4 SIDES OF WINDOWBRICK VENEER"J" CASE BUILT IN CABINETWITH J BEAD SURROUND5" VINYL LINEAL TYP FOR3 SIDES OF WINDOW"J" CASE BUILT IN CABINETWITH J BEAD SURROUNDALUMINUM PARAPET CAPFRP CORNICEDOWNSPOUNTVINYL SUPER CORNER5" VINYL LINEALVINYL CORNICE MOULDINGVINYL SIDING TYPE 43 1/2" VINYL LINEAL5" VINYL LINEALScale:2ENLARGED ELEVATION 1/2" = 1'-0"A5.11CONT. METAL CAPCONCRETE SLAB -REFER TOSTRUCT. DWGS.GRADEBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELR10 RIGID INSULATION11'-0"11'-0"11'-0"11'-0"EPICORE MSREPICORE MSRBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDINGREFER TO WINDOW SCHEDULE2'-6"2'-6"2'-6"AIR BARRIERAIR BARRIERVINYL WINDOW(U= .32)AIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITVAPOR BARRIEREL. 0'-0"EL. -11'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.FRP CORNICECONCRETE FOUNDATION WALL,SEE STRUCTURAL DWG.-WATERPROOF ON EXTERIOR SIDEPERIMETER DRAINAGE-SEE PLUMBING DWGS.1 12" STEEL HAT CHANNELS58" PTD. GWBREFER TO WINDOW SCHEDULE
TPO ROOFING MEMBRANEPROTECTION BOARDR30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELTPO MEMBRANE ON 34 " FRTPLYWOOD SHEATHING1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBPTD. WOOD TRIMREFER TO WINDOW SCHEDULE
BUILT UP TAPERED INSUL.BATT INSULATIONCONCRETE FROST WALLR 15 RIGID INSULATIONR10 RIGID INSULATIONScale:3WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSVINYL SIDINGR10 RIGID INSULATION3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSVINYL WINDOW, SEE SCHEDULEVINYL SIDING TYPE 1BRICK VENEER"J" CASE BUILT IN CABINETWITH J BEAD SURROUND3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSALUMINUM PARAPET CAPFRP CORNICE3 1/2" VINYL LINEALVINYL CORNICE MOULDINGVINYL SIDING TYPE 4VINYL SIDING TYPE 13 1/2" VINYL LINEALVINYL SIDING TYPE 43 1/2" VINYL LINEAL9,1</&251(5"J" CASE BUILT IN CABINETWITH J BEAD SURROUND3 1/2" VINYL LINEALVINYL SIDING TYPE 4VINYL SIDING TYPE 43 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSScale:4ENLARGED ELEVATION 1/2" = 1'-0"A5.12A4.2WallSections2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
CONT. METAL CAPCONCRETE SLAB -REFER TOSTRUCT. DWGS.BUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELR10 RIGID INSULATION11'-0"11'-0"11'-0"11'-0"EPICORE MSRBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDINGREFER TO WINDOW SCHEDULE2'-6"2'-6"2'-6"AIR BARRIERAIR BARRIERVINYL WINDOW(U= .32)AIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITVAPOR BARRIEREL. 0'-0"EL. -11'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.FRP CORNICECONCRETE FOUNDATION WALL,SEE STRUCTURAL DWGS1 12" STEEL HAT CHANNELS58" PTD. GWBREFER TO WINDOW SCHEDULE
TPO ROOFING MEMBRANEPROTECTION BOARDR30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELTPO MEMBRANE ON 34 " FRTPLYWOOD SHEATHING1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBPTD. WOOD TRIMREFER TO WINDOW SCHEDULE
BUILT UP TAPERED INSUL.BATT INSULATIONCONT. METAL CAPVINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANEL11'-0"11'-0"11'-0"11'-0"EPICORE MSRVINYL SIDINGAIR BARRIERAIR BARRIERVINYL SIDINGAIR BARRIEREL. 0'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"BRICK VENEERFRP CORNICE1 12" STEEL HAT CHANNELS58" PTD. GWBTPO ROOFING MEMBRANEPROTECTION BOARDR30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELTPO MEMBRANE ON 34 " FRTPLYWOOD SHEATHING1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBBUILT UP TAPERED INSUL.BATT INSULATIONCONCRETE SLAB -REFER TOSTRUCT. DWGS.R10 RIGID INSULATIONEPICORE MSRVAPOR BARRIEREL. -11'-0"CONCRETE FOUNDATION WALL,SEE STRUCTURAL DWG.5" VINYL LINEAL5" VINYL LINEAL5" VINYL LINEALPERIMETER DRAINAGE-SEE PLUMBING DWGS.PERIMETER DRAINAGE-SEE PLUMBING DWGS.VINYL BEADBOARDSOFFITR10 RIGID INSULATIONEPICORE MSRR10 RIGID INSULATION5/8" PTD GWB ON FURRINGR10 RIGID INSULATION5/8" PTD GWB ON ZCLIPSR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSScale:1WALL SECTION 1/2" = 1'-0"Scale:3WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSR10 RIGID INSULATIONVINYL SIDINGR10 RIGID INSULATION3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSVINYL WINDOW, SEE SCHEDULEVINYL SIDING TYPE 1BRICK VENEER3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSALUMINUM PARAPET CAPFRP CORNICE3 1/2" VINYL LINEALVINYL CORNICE MOULDINGVINYL SIDING TYPE 4VINYL SIDING TYPE 13 1/2" VINYL LINEALVINYL SIDING TYPE 43 1/2" VINYL LINEALVINYL SUPER CORNER"J" CASE BUILT IN CABINETWITH J BEAD SURROUND3 1/2" VINYL LINEALVINYL SIDING TYPE 4VINYL SIDING TYPE 4ARCHITECTURAL CONCRETEWALL WITH SMOOTH FINISHCONC. SLAB3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL"J" CASE BUILT IN CABINETWITH J BEAD SURROUND5" VINYL LINEALScale:2ENLARGED ELEVATION 1/2" = 1'-0"A4.3WallSections2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
CONT. METAL CAPBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOODSHEATHINGINTERIOR SEALANTAROUND WINDOWPERIMETER, -TYP.INFINITY MSR33WALPANEL11'-0"11'-0"FRP CORNICE11'-0"1 12" STEEL HAT CHANNELSR30 RIGID INSULATIONEPICORE MSRBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDINGREFER TO WINDOW SCHEDULE2'-6"2'-6"
1'-5"AIR BARRIERAIR BARRIERVINYL WINDOW(U= .32)VINYL SIDINGAIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITEL. 0'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANTAROUND WINDOWPERIMETER, -TYP.58" PTD. GWBREFER TO WINDOW SCHEDULE INFINITY MSR33WALPANEL34" FRT PLYWOODSHEATHING1 12" STEEL HAT CHANNELSMETAL DECK - REFER TOSTRUCTURAL DWGS58" PTD. GWB OVER VAPOR RETARDER3 5/8" CFMF34" FRT PLYWOODSHEATHINGPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBREFER TO WINDOW SCHEDULECONCRETE FROST WALLR10 RIGID INSULATIONPERIMETER DRAINAGE-SEE PLUMBING DWGS.PTD. WOOD TRIM3' MINScale:1WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATIONR10 RIGID INSULATIONR10 RIGID INSULATIONAT SLAB PERIMETERTYP AT ALL FLOORSVINYL WINDOW,SEE SCHEDULEVINYL SIDING TYPE 1BRICK VENEER3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSMETAL CAPFRP CORNICE3 1/2" VINYL LINEALVINYL CORNICEMOULDINGVINYL SIDING TYPE 45" VINYL LINEALVINYL SUPER CORNER3 1/2" VINYL LINEALVINYL SIDING TYPE 4VINYL SIDING TYPE 43 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL"J" CASE BUILT INCABINET WITHJ BEAD SURROUNDBRICK VENEERBULLNOSE SILL5" VINYL LINEALPVC TRIM"J" CASE BUILT INCABINET WITHJ BEAD SURROUNDScale:2ENLARGED ELEVATION 1/2" = 1'-0"A5.12CONT. METAL CAPBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDING34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELINTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.11'-0"11'-0"11'-0"1 12" STEEL HAT CHANNELSEPICORE MSRBUILT IN SLEEVE FOR AIRCONDITIONING UNITVINYL WINDOW(U= .32)VINYL SIDINGREFER TO WINDOW SCHEDULE2'-6"2'-6"
1'-5"AIR BARRIERAIR BARRIERVINYL WINDOW(U= .32)VINYL SIDINGAIR BARRIERBUILT IN SLEEVE FOR AIRCONDITIONING UNITEL. 0'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.INTERIOR SEALANT AROUNDWINDOW PERIMETER, -TYP.FRP CORNICE58" PTD. GWBREFER TO WINDOW SCHEDULE INFINITY MSR33 WALPANEL34" FRT PLYWOOD SHEATHING1 12" STEEL HAT CHANNELSMETAL DECK - REFER TOSTRUCTURAL DWGS58" PTD. GWB3 5/8" CFMF34" FRT PLYWOOD SHEATHINGPTD. WOOD TRIMPTD. WOOD TRIMEPICORE MSR1 12" STEEL HATCHANNELS58" PTD. GWBREFER TO WINDOW SCHEDULECONCRETE FROST WALLR10 RIGID INSULATIONPERIMETER DRAINAGE-SEE PLUMBING DWGS.PTD. WOOD TRIMScale:3WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATIONR10 RIGID INSULATIONR10 RIGID INSULATION AT SLABPERIMETER TYP AT ALL FLOORSVINYL SIDING TYPE 1"J" CASE BUILT IN CABINETWITH J BEAD SURROUND3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSALUMINUM PARAPET CAPFRP CORNICE3 1/2" VINYL LINEALVINYL CORNICE MOULDINGVINYL SIDING TYPE 4"J" CASE BUILT IN CABINETWITH J BEAD SURROUND3 1/2" VINYL LINEALVINYL SIDING TYPE 4VINYL SIDING TYPE 43 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL3 1/2" VINYL LINEAL TYPFOR WINDOW JAMBSBRICK VENEER5" VINYL LINEAL3 1/2" VINYL LINEAL5" VINYL LINEAL TYPFOR 4 SIDESVINYL CORNICEVINYL J BEADVINYL SIDING TYPE 4Scale:4ENLARGED ELEVATION 1/2" = 1'-0"A5.12A4.4WallSections2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
GRADEVINYL SIDING34" FRT PLYWOOD SHEATHINGCFMF11'-0"11'-0"11'-0"EPICORE MSRAIR BARRIERVINYL SIDINGAIR BARRIERVINYL SIDINGAIR BARRIEREL. 0'-0"EL. +11'-0"EL. +22'-0"EL. +33'-0"R30 RIGID INSULATION34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANEL1 12" STEEL HAT CHANNELS58" PTD. GWBMETAL DECK - REFER TOSTRUCTURAL DWGS34" FRT PLYWOOD SHEATHINGINFINITY MSR33 WALPANELEPICORE MSR1 12" STEEL HAT CHANNELS58" PTD. GWBCONCRETE FROST WALLR10 RIGID INSULATIONPERIMETER DRAINAGE-SEE PLUMBING DWGS.INFINITY MSR WALPANEL20"x 30" ACCESS PANELScale:1WALL SECTION 1/2" = 1'-0"5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDER5/8" PTD. GWB OVERVAPOR RETARDERR10 RIGID INSULATIONAT SLAB PERIMETERTYP AT ALL FLOORSR10 RIGID INSULATION5" VINYL LINEALBRICK VENEERBRICK VENEER5" VINYL LINEAL TYPFOR 3 SIDESVINYL TYPE 4VINYL SUPER CORNERVINYL TYPE 2VINYL CORNICEMOULDING5" VINYL LINEALVINYL ACCESS PANELWITH J BEAD SURROUND5" VINYL LINEALVINYL CORNICE MOULDINGVINYL SUPER CORNERScale:2ENLARGED ELEVATION 1/2" = 1'-0"A5.12VINYL SIDING TYPE 1TYP. EXTERIOR WALLCONSTRUCTIONEXTERIOR SHEATHINGW/ VINYL SIDING TYPE 4VAULTED CEILINGCOLUMNS BEYONDSNOW GUARDSROOF CRICKETCFMF RAFTERS128Scale:3SECTION THROUGH PORTE COCHERE 1/2" = 1'-0"A4.5WallSections2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
3 1/2" VINYL LINEALVINYL SIDING, TYPE 2VINYL WINDOWP.T. BLOCKING, TYP.5/8" GWBCONCRETE FOUNDATIONWALLCONCRETE SIDEWALKP.T. SILL PLATE ON SILLSEALER AND TERMITE SHIELD2" MIN.6" MIN.
7 1/2"4 1/2"INFINITY WALPANELVAPOR BARRIERR10 RIGID INSULAIR BARRIERR10 RIGID INSULSTEEL ANGLE4'-0"3 1/2" VINYL LINEALVINYL SIDING, TYPE 2VINYL WINDOWP.T. BLOCKING, TYP.5/8" GWBCONCRETE FOUNDATIONWALLGRADE1 1/2" MIN.6" MIN.INFINITY WALPANELVAPOR BARRIERR10 RIGID INSULAIR BARRIERR10 RIGID INSULSLAB ON GRADE REFERTO STRUCTURAL DWGS&877232),168/$7ANGLE GROUT SOLID4'-0"A5.1WallSection DetailsScale:1 1/2" = 1'-0"1TYPICAL FOUNDATION DETAIL2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014Scale:1 1/2" = 1'-0"2FOUNDATION DETAIL AT ENTRY
PROVIDE INDIRECT PITDRAIN OR SUMP WITHGRATING COVER LEVELWITH PIT FLOOR7'-0" CLR. OPNG.
0"11'-0"11'-0"SLAB ON GRADE ONVAPOR BARRIER5'-9"ELEVATOR CAB2 HR. WALL,SEE WALL TYPES11'-0"2 HR. WALL,SEE WALL TYPES2 HR. WALL,SEE WALL TYPES7'-0" CLR. OPNG.7'-0" CLR. OPNG.A6.15ELEVATOR VENT.3 S.F. FREE AREA PERCAB, 6 S.F. TOTAL1/4" = 1'-0"1ELEVATOR SECTION CONTINUOUS VAPORBARRIERSLOPE 14" PER FOOTSLOPE 14" PER FOOT7'-10" ROUGH OPNG.7'-10" ROUGH OPNG.7'-10" ROUGH OPNG.
3'-0" MIN 5'-3 1/2"5'-6"1'-0"5'-6"8'-4"2ELEV1ELEV3A8'-4"3A3A72A2A71'-6 3/4"73A2A773'-11"3'-6"2'-2"3'-6"3'-11"5'-9"
6'-10"1/4" = 1'-0"4ELEVATOR PLAN - FLOORS 1, 2 & 36'-9"x 5'-4 1/2" INSIDECLEAR CAB DIMS.6'-9"x 4'-3 1/2" INSIDECLEAR CAB DIMS.PROVIDE PIT ACCESSLADDER AS REQ'D ANDLIGHT SWITCHSEE TYP. ROOF ASSEMBLY2HOUR SHAFT WALL,SEE WALL TYPESRIGID INSUL -- 3" MINTHICKNESSELEVATOR CAB11'-0"11'-0"ELEVATOR VENT.3 S.F. FREE AREA PERCAB, 6 S.F. TOTAL11'-0"2 HR SHAFT WALL,SEE WALL TYPES2 HR SHAFT WALL,SEE WALL TYPESEPICORE SLABTYP FOR ALL FLOORS2 HR SHAFT WALL,SEE WALL TYPES2HOUR SHAFT WALL,SEE WALL TYPESA6.17A6.18ELEVATOR OVER RUNAS REQUIRED PERMANUFACTURER1/4" = 1'-0"2ELEVATOR SECTION ELEVATOR CAB12'-0" CLEAR1ELEVATOR2ELEVATOR SLOPE 14" PER FOOTSLOPE 14" PER FOOT5'-0"17'-0"SLAB ON GRADEA6.16SOIL FILLSLAB ON GRADE, SEESTRUCTURAL79" HIGH STEEL GRILLNO. 13 GA. WIRE WITHMAX 2" MESH SPACINGCONC. - SEE STRUCTURAL4'-0"8'-4" CLEAR8'-4" CLEAR2 HR SHAFT WALL,SEE WALL TYPES5'-0"2HOUR SHAFT WALL,SEE WALL TYPES MECHANICAL SHAFT5'-0"4"TYPE 2B WALLTYPE 1 WALLTYPE 1 WALLWALL TYPE 7WALL TYPE 7WALL TYPE 7WALL TYPE 7PROVIDE PIT ACCESSLADDER AS REQ'D ANDLIGHT SWITCH3'-0" MIN
3A1C2A3A73A11'-1 1/2"8'-4" CLEAR1'-6 3/4"8'-4" CLEAR5'-9"
6'-10"CONC. FOUNDATIONWALL3'-6"3'-11"1/4" = 1'-0"3ELEVATOR PLAN - BASEMENT LEVELSTEEL WIRE MESHGRILL6'-9"x5'-4 1/2" INSIDECLEAR CAB DIMS.10"10"8'-8"19'-9 1/2"A6.1ElevatorDetails2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014Scale:8DETAIL AT TOP OF SHAFT3" = 1'-0"Scale:7DETAIL AT TYPICAL FLOOR3" = 1'-0"Scale:6DETAIL AT SLAB3" = 1'-0"Scale:5DETAIL AT TYPICAL DOOR3" = 1'-0"
11'-0"11'-0"
10R@ 6 15/16"
5'-9 1/2"
9R@ 6 15/16"
5'-2 1/2"
10R@ 6 15/16"
5'-9 1/2"
9R@ 6 15/16"
5'-2 1/2"
2'-10"
3'-6"
2'-10"
2'-10"
3'-6"
2'-10"2'-10"
3'-6"
2'-10"
2'-10"Scale:1/4" = 1'-0"1STAIR 1 SECTION (TYP. FOR STAIR 3 OPPOSITE HAND)INFINITY MSR33WALPANELSTEEL BRACE FRAMESEE STRUCT. DWGS2 LAYERS 5/8" GWB11'-0"ST1-2STAIR 1ST32ST1-3STAIR 1ST33ST1-1STAIR 3ST31ST31A11A11E1E1E1A1A1A11111'-9"3'-0"9'-3 1/2"4"1'-0"1'-11"4'-0"3'-0"6"
9'-3 1/2"9'-3 1/2"18'-11 1/2" CLEAR19RDN19RDN19RUP19RUP1'-0"1'-11"4'-0"4'-8 1/2"4'-0"4'-8 1/2"5'-11"4'-9 1/2"4'-9 1/2"1'-0"1'-0"1'-0"1'-0"Scale:1/4" = 1'-0"2STAIR 1 - FIRST FLOOR PLAN (TYP. FOR STAIR 3 OPPOSITE HAND)Scale:23STAIR 1 - SECOND FLOOR PLAN (TYP. FOR STAIR 3 OPPOSITE HAND)Scale:34STAIR 1 - THIRD FLOOR PLAN (TYP. FOR STAIR 3 OPPOSITE HAND)COLCOL3 5/8"9'-3 1/2"18'-11 1/2" CLEARCOLCOL3 5/8"3 5/8"4 1/4"4 1/4"3 5/8"9'-3 1/2"9'-3 1/2"18'-11 1/2" CLEARCOLCOL4 1/4"3 5/8"3 5/8"3 5/8"4 1/4"3 5/8"9'-10 3/4"9'-10 3/4"9'-10 3/4"19'-7 3/8"3 5/8"3 5/8"3 5/8"5'-11"6"6"
11'-6"
4 1/4"3 5/8"4 1/4"3 5/8"4 1/4"4 1/4"3 5/8"ST32ST2-3STAIR 21CST331F9'-3 1/2" CLEARST2-0STAIR 2ST20ST20A1CST31ST2-2STAIR 21C1C1F19RDN19RUP1C1C1C1F1C1C1C1C1C1C18'-9" CLEAR4"3'-0"5'-11 1/2"ST2-1STAIR 2LADDER UP TOROOF HATCH1'-0"1'-11"19RDN4"3'-0"5'-11 1/2"1'-0"1'-11"19RDN19RUP4"3'-0"5'-11 1/2"1'-0"1'-11"7 3/4"3'-0"19RUP1'-6"3'-4" MO9'-3 1/2" CLEAR12'-1 1/4"1'-3"CLLADDER1'-0"1'-0"1'-0"1'-0"1'-0"4'-0"9'-3 1/2" CLEAR9'-3 1/2" CLEAR 3'-11"4'-7"3'-11"4'-7"3'-11"4'-7"4'-8"1'-0"4'-8"1'-0"4'-8"Scale:1/4" = 1'-0"6STAIR 2 - BASEMENT FLOOR PLANScale:1/4" = 1'-0"8STAIR 2 - SECOND FLOOR PLANScale:1/4" = 1'-0"9STAIR 2 - THIRD FLOOR PLANScale:1/4" = 1'-0"7STAIR 2 - FIRST FLOOR PLAN11"11"5'-9"11"11"1'-6"1'-6"10"2" RIGID INSUL. WITH5/8" GWB ON 2x4 FURRINGCOLCOLCOLCOL8 1/2"COLCOLCOLCOL4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"4 1/4"5 1/2"18'-9" CLEAR4 1/4"4 1/4"5 1/2"18'-9" CLEAR4 1/4"4 1/4"5 1/2"18'-9" CLEAR4 1/4"4 1/4"5 1/2"19'-6 3/4"5'-10"5'-10"4'-11"5'-10"4"1 1/2" DIA. PIPERAIL2'-10"
6"1 1/2" DIA. PIPE RAILLINE OF WALLWALL MOUNTED HANDRAILBRACKET, MOUNTED 4'-0" O.C.MAX4"4'-0" O.C. MAX2'-10"1 1/2"1 3/4"EQ.1 1/2" DIA.PIPERAIL POSTANCHORED TOSLAB1 1/2" DIA. PIPERAILWALL MOUNTED HANDRAIL BRACKETSTAIRS BEYOND1 1/2" DIA. PIPERAILCONC. SLABMC 12x10.6 STRINGERCLIP ANGLE AT EACHSTRINGER ANCHORED TOSLABWALL MOUNTEDHANDRAILBRACKET3"NOTE: ALL CONNECTIONSTO BE SHOP WELDED,UNLESS NOTED OTHERWISE.ALL WELDS TO BE GROUNDSMOOTH1 1/2" DIA.PIPERAIL2'-10"6"1/4"
1 1/2"
2'-10"3"3"STEEL STRINGER1 1/2" DIA. PIPERAILGENERAL NOTE: ALL CONNECTIONS TO BE SHOPWELDED, UNLESS NOTED OTHERWISE. ALL WELDS TOBE GROUND SMOOTHEQ.1 1/2" DIA. PIPERAIL POST1/2" X 1/2"SOLID METALPICKETS1 1/2"1 1/2" DIA. PIPERAILWALL MOUNTEDHANDRAIL BRACKET1 1/2" DIA. PIPERAILGUARDRAILHANDRAIL BEYONDEQ.11"1"1 1/2" CONC. FILLEDSTEEL PAN TREAD W/GROVES, TYP.STEEL STRINGERSTEEL CHANNEL HEADER,SEE STRUCTURAL1 1/2" DIA. PIPERAIL POSTWITH 1 1/2" DIA. PIPERAILPOSTS AND 1/2" X 1/2" SOLIDMETAL PICKETSWALL MOUNTED HAND RAILBEYOND. REFER TO PLANSFOR EXTENSION DIMENSION.3" CONC. FILLED STLPAN LANDING WITHSTL SUPPORTS BELOW1 1/2" CONC. FILLED STL PANTREAD WITH GROOVES, TYPICAL3"3" CONC. FILLEDSTL PANLANDING WITHSTL SUPPORTSBELOWSTEEL STRINGERCHANNEL HEADERBYND3"4"REAR OF STAIRS DOWN BEYOND1/2" X 1/2" SOLIDMETAL PICKETSWALL MOUNTEDHAND RAIL BRACKETEQ.EQ.HANDRAIL1 1/2"1 1/2" DIA. PIPERAILPOST1 1/2" DIA. HANDRAILSTAIRS BEYONDEQ.3'-6"4" O.C. MAX1 1/2" DIA. PIPERAILHANDRAILScale:1" = 1'-0"13ELEVATION AT TYP. GROUND FLOORScale:1" = 1'-0"10SECTION AT TYP. STAIR BASE & WALL MTD. HANDRAILScale:1" = 1'-0"14SECTION AT TOP LANDINGScale:1" = 1'-0"12ELEVATION AT TYPICAL LANDING1 1/2" DIA. PIPERAIL ROOF LADDERAT STAIR 2 ONLYMOUNT TO DECK & ATSTAND OFFS ON WALLScale:1" = 1'-0"11SECTION AT LANDING1'-11"4'-0" MIN. CLEAR4 1/2"2'-10"
2'-10"
4"
3'-6"4"MAX4'-0"OC MAX2'-10"
3'-6"
2'-10"
3'-6"
2'-10"
11'-0"11'-0"11'-0"
10R@ 6 15/16"
5'-9 1/2"
9R@ 6 15/16"
5'-2 1/2"
10R@ 6 15/16"
5'-9 1/2"
9R@ 6 15/16"
5'-2 1/2"
10R@ 6 15/16"
5'-9 1/2"
9R@ 6 15/16"
5'-2 1/2"
2'-10"
2'-10"
3'-6"
2'-10"2'-10"
3'-6"
2'-10"
2'-10"Scale:1/4" = 1'-0"5STAIR 2 SECTIONINFINITY MSR33WALPANELSTEEL BRACE FRAMESEE STRUCT. DWGS4 LAYERS 5/8" GWBBATT INSULATION10"11'-0"CONC. FOUNDATIONWALLCONC. PIER BEYONDR15 INSUL.A6.2Stair Plans,Sections &Details2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
SLOPE 1:12SLOPE 1:12
SLOPE 1:12SLOPE 1:12
FACE OF BUILDINGFOUNDATION WALL10R@6 5/8 " / 9T@12"FACE OF BUILDINGFOUNDATION WALL10"FDPITCH TO DRAIN8" THICK CONCRETERETAINING WALL REFERTO STRUCTURAL DWGS5'-0"10"5'-0"10"5'-0"10"5'-0"22'-6"5'-0"22'-6"
22'-6"5'-0"22'-6"
22'-6"5'-0"22'-6"
5'-0"10R@ 6 5/8" / 9T@12"4'-0"1'-0"1'-11"48" MIN CLR.TYPICAL5'-6"A4.11A4.111'-0"
TYP
1'-0"NOTE: FINAL RAMP ELEVATIONS TO BE COORDINATEDWITH CIVIL DRAWINGS6"
6"
1'-6"
1'-6"
3'-0"
1'-6"
3'-0"
3'-0"BUILDING FOUNDATIONWALLAREA DRAIN REFERTO PLUMB DRAWINGS3'-6"
6"
3'-6"
6"
3'-6"
2'-10"
2'-10"
2'-10"1 12" DIA PIPE RAILGUARDRAIL BEYONDBUILDING FOUNDATIONWALLEXPOSED CONC.FOUNDATION WALLBEYONDA6.3Exterior Stair& RampSections2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
N.T.S.1PARTITION TYPE 1N.T.S.2PARTITION TYPE 2N.T.S.3PARTITION TYPE 3N.T.S.4PARTITION TYPE 4N.T.S.5PARTITION TYPE 5N.T.S.6PARTITION TYPE 6N.T.S.7PARTITION TYPE 7A7.1WallTypes2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
AWINDOW TYPE ASCALE: 3/8" = 1'-0"ID#Man.Model No.NotesRough OpeningAHarveyVicon DH 2852-2Notes:1. See window elevations for custom divided lite configurations.2. All windows shall be in a standard white finish.3. Provide tempered glass at all units as required by all applicable building codes.4. Provide 1" grids between the glass at all window units.5. All operable units shall be furnished with aluminum insect screens.6. All hardware as selected by Owner.7. Provide insulated Low-E glass at all exterior windows, use single pane glazing at all interior windows.OperationWall Thick.6 78"BHarveyVicon DH 24522'-6"W x 5'-5 12"HCHarveyVicon DH 2852-38'-2 12"W x 5'-5 12"HDHarveyVicon DH 3062-2EHarveyVicon DH 30623'-2"W x 6'-5 12"HDouble HungFGHarveyVicon DH 282102'-10"W x 3'-1 12"HHHarveyVicon DH 3052-3IJKHarveyVicon DH 30523'-2"W x 5'-5 12"HLHarveyVicon 406-2MHarveyVicon 2862'-8"W x 6'-0"HCasementNHarveyTransomN0n-OperableONot UsedHarveyPTransomNon-OperableNot Used9'-2 12"W x 5'-5 12"H5'-6 14"W x 5'-5 12"H6'-2 14"W x 6'-5 12"H3'-11 34"W x 6'-0"HW I N D O W S C H E D U L EBWINDOW TYPE BSCALE: 3/8" = 1'-0"CWINDOW TYPE CSCALE: 3/8" = 1'-0"DWINDOW TYPE DSCALE: 3/8" = 1'-0"5'-614" R.O.5'-512" R.O.EQ.EQ.EQ.EQ.2'-6" R.O.5'-512" R.O.EQ.EQ.8'-212" R.O.5'-512" R.O.EQ.EQ.EQ.EQ.EQ.EQ.6'-214" R.O.6'-512" R.O.EQ.EQ.EQ.EQ.3'-2" R.O.6'-512" R.O.EQ.EQ.EWINDOW TYPE ESCALE: 3/8" = 1'-0"GWINDOW TYPE GSCALE: 3/8" = 1'-0"2'-10" R.O.3'-112" R.O.EQ.EQ.H WINDOW TYPE HSCALE: 3/8" = 1'-0"JWINDOW TYPE JSCALE: 3/8" = 1'-0"KWINDOW TYPE KSCALE: 3/8" = 1'-0"LWINDOW TYPE LSCALE: 3/8" = 1'-0"MWINDOW TYPE MSCALE: 3/8" = 1'-0"NWINDOW TYPE NSCALE: 3/8" = 1'-0"9'-212" R.O.5'-512" R.O.EQ.EQ.EQ.EQ.EQ.EQ.6'-214" R.O.5'-512" R.O.EQ.EQ.EQ.EQ.3'-2" R.O.5'-512" R.O.EQ.EQ.3'-1134" R.O.5'-512" R.O.
EQ.EQ.2'-8" R.O.5'-512" R.O.EQ.EQ.3'-1134" R.O.1'-612" R.O.EQ.EQ.PWINDOW TYPE PSCALE: 3/8" = 1'-0"2'-8" R.O.1'-612" R.O.EQ.EQ.Vicon DH 3052-26'-2 1/4"W x 5'-5 12"HVicon CTR 4016HarveyVicon CTR 2816Double HungDouble HungDouble HungDouble HungDouble HungDouble HungDouble HungDouble HungCasement3'-11 34"W x 1'-6 12"H2'-8"W x 1'-6 12"HScale:3/8"=1'-0"1WINDOW SCHEDULEBobrickB-5806x3636" Grab Bar1BobrickB-5806x4242" Grab Bar12BobrickB-5806.99x4242" Grab Bar3BobrickB-2111Hand Soap Disp.4BobrickB-297Surf. Med Cab.5BobrickB-671Robe Hook6BobrickB-686Doub. Tlt. Disp7BobrickB-685Sing. Tlt. Disp8BobrickB-293 1830Tilt Mirror9BobrickB-3699P. Towel / Waste10BobrickB-253Roll P. Towel11BobrickB-679Toothbrush12BobrickB-239Jan. Shelf15A C C E S S O R Y S C H E D U L EID#ManufacturerModel No.Janitor ClosetRm 002Staff ToiletRm 003 & 004Staff LoungeRm 007J.C. / Soil HoldRm 117, 214 & 314Public ToiletRm 118 & 119Country KitchenRm 201 & 301ToiletRm 212 & 312Tub RoomRm 213 & 313Typical Apt.KitchenTypical Apt.BathroomTypical AccessibleApt. Bathroom12111111111121111211111111111111GEModel # JTP20WFWWOvenA P P L I A N C E S C H E D U L EManufacturerModel No.Staff LoungeRm 012Country KitchenRm 246 & 346LaundryRm 286 & 386GE#JE2160WFMicrowaveGE#JN327HWWVent HoodGE#GTS18HCSWWRefridgeratorJackson MSCAvenger HT ModelDishwasherMft. / ModelBy PlumberGarbage DisposalWhirlpool#WFW8500SClothes WasherWhirlpool#WED8500SRClothes DryerGE#JE740WKApt. MicrowaveDanby#DFF8803WApt. RefrigeratorPubRm 142LaundryRm 174Apt. KitchenTypicalNotes:1. Finish as selcted by Owner2. Refer to interior elevations for location and mounting heightsNotes:1. All finishes shall be selected by owner.2. Owner to confirm appliances prior to purchasing.3. Cooktop color to be confirmed by Interior Designer.111111111111111BobrickB-67324" Towel Bar13111Scale:3/8"=1'-0"2ACCESSORY SCHEDULEScale:3/8"=1'-0"3APPLIANCE SCHEDULEBobrickB-211Clothes Hook14111GEModel # JP960BKBBCooktop11ManitowocQ-Model Series 270Icemaker16 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"6 78"FWINDOW TYPE FSCALE: 3/8" = 1'-0"5'-614" R.O.3'-112" R.O.EQ.EQ.EQ.EQ.HarveyVicon DH 28210-26 78"5'-6 14"W x 5'-5 12"HDouble HungT.O. WINDOW IS 6'-11" AFFA7.2Window Types&AccessorySchedules2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
Door Type AScale: 14" = 1'-0"Door Type BScale: 14" = 1'-0"Door Type FScale: 14" = 1'-0"6'-8"3'-0"4'-0"6'-8"3'-0"6'-8"WOOD PANEL DOORWOOD PANEL SLIDING DOORHOLLOW METAL DOORDoor Type GScale: 14" = 1'-0"6'-0"6'-8"HOLLOW METAL DOORDoor Type CScale: 14" = 1'-0"WOOD PANEL SLIDING DOOR6'-0"6'-8"Door Type DScale: 14" = 1'-0"6'-8"3'-0"WOOD FRENCH DOORINTERIOR - TRUE DIV. LIGHTSEQUAL EQUAL EQEQDoor Type EScale: 14" = 1'-0"6'-8"6'-0"WOOD FRENCH DOORINTERIOR - TRUE DIV. LIGHTSEQUAL EQUAL EQEQEQEQDoor Type HScale: 14" = 1'-0"3'-0"6'-8"STEEL DOOR INSULATEDDoor Type IScale: 14" = 1'-0"6'-0"6'-8"STEEL DOOR INSULATED5"5"6"10"5"5"5"5"6"10"Door Type KScale: 14" = 1'-0"6'-8"3'-6"WOOD FRENCH DOOREXTERIOR - TRUE DIV. LIGHTSEQ.EQEQDoor Type JScale: 14" = 1'-0"6'-8"6'-0"WOOD FRENCH DOOREXTERIOR - TRUE DIV. LIGHTSEQUAL EQUAL EQEQEQEQ5"5"5"5"5"5"6"10"
6"10"2'-0"2'-0"5"5"5"5"EQ.EQ.EQ.EQ.EQ.EQ.EQ.Scale:2DOOR TYPES1/4" = 1'-0"Frame Type 1Scale: 14" = 1'-0"HM FRAME2"2"VARIES6'-8"2"Frame Type 2Scale: 14" = 1'-0"WOOD FRAME2"2"VARIES6'-8"2"Frame Type 3Scale: 14" = 1'-0"METAL FRAME2"2"3'-6"6'-8"2"2"SEEDOORELEV.SEEDOORELEV.Scale:3FRAME TYPES1/4" = 1'-0"Frame Type 4Scale: 14" = 1'-0"WOOD FRAME3 1/2"3 1/2"VARIES6'-8"3 1/2"Door Type LScale: 14" = 1'-0"WOOD PANEL DOOR6'-0"6'-8"D O O R S C H E D U L EID#Dim.Notes0023'-0" x 6'-8"Door TypeRoomToiletMaterialFinishThickness134"RatingFrame Type1MaterialHMFinishPTDHardware102Vestibule2'-0"x6'-8" / 3'-6"x6'-8"104Lobby2'-0"x6'-8" / 3'-6"x6'-8"Resident Units3'-0" x 6'-8"171Toilet3'-0" x 6'-8"3'-0" x 6'-8"106Hair Salon3'-0" x 6'-8"110Reception3'-0" x 6'-8"108Exec. Office3'-0" x 6'-8"113Vestibule3'-0" x 6'-8"114Marketing Office3'-0" x 6'-8"116Conference3'-0" x 6'-8"116AConference3'-0" x 6'-8"174Laundry3'-0" x 6'-8"ST11Stair 13'-0" x 6'-8"ST21Stair 23'-0" x 6'-8"286Laundry282Toilet280Tub Room284J.C. / Soil HoldST22Stair 2ST12Office/Conf.242NurseResident Units258Stair 13'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"134"FHMPTDKWDPTDKWDPTDAWDPTD20 MINAWDPTD20 MINAWDPTDFHMPTDDWDPTDAWDPTDAWDPTDAWDPTDAWDPTDAWDPTDAWDPTDAWDPTDFHMPTDAWDPTDAWDPTDAWDPTDAWDPTDFHMPTDFHMPTDAWDPTDDWDPTD20 MIN90 MIN20 MIN20 MIN60 MIN45 MIN90 MIN60 MIN3MTLPTD3MTLPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD140Reading Room----4WDPTD203Trash Room6'-0" x 6'-8"LWDPTD1HMPTD134"CASED OPENINGMulti Purpose6'-0" x 6'-8"134"EWDPTD1HMPTDINSUL. LOW E GLASS, POWER DOOR OPERATOR3433'-0" x 6'-8"Storage386Laundry382Toilet381Office384J.C. / Soil HoldST23Stair 2ST13Office/Conf.358Stair 13'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"Notes:1. See Door Elevations for divided lite configurations.2. Door Hardware and finish to be selected by owner.3. Contractor shall verify all rough opening dimensions with the manufacturer and in the field. Notify Architect of any discrepancies.4. All interior doos shall be paint grade and primed.5. All hardware shall fullfill applicable Federal, State, and local codes and ordinances, including but not limited to MAAB and FHA.6. All keying, operators, and accessories shall be reviewed and approved by owner prior to construction.U-1Typ. Unit Bath & Bedrm3'-0" x 6'-8"U-2Typ. Unit Closet4'-0" x 6'-8"134"134"134"134"134"134"134"134"134"134"134"AWDPTDBWDPTDWDPTDAWDPTDAWDPTDAWDPTDAWDPTDFHMPTDFHMPTDAWDPTD45 MIN90 MIN60 MIN1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD1HMPTD2WDPTD2WDPTDA20 MININSUL. LOW E GLASS, POWER DOOR OPERATOR20 MINNO PEEPNO PEEPNO PEEP20 MIN20 MIN20 MIN20 MIN20 MIN20 MINA7.49A7.44A7.49SIM.A7.440043'-0" x 6'-8"Toilet134"1HMPTDFHMPTD20 MIN0063'-0" x 6'-8"Janitor134"1HMPTDFHMPTD20 MIN0123'-0" x 6'-8"Staff Lounge134"1HMPTDFHMPTD20 MINChef Office0163'-0" x 6'-8"134"FHMPTD1HMPTD014AKitchen6'-0" x 6'-8"134"GHMPTD1HMPTD20 MIN014Kitchen3'-0" x 6'-8"134"FHMPTD1HMPTD20 MINKitchen Storage0133'-0" x 6'-8"134"FHMPTD1HMPTD024Elec. Room3'-0" x 6'-8"134"FHMPTD1HMPTD20 MIN004Tele/Data3'-0" x 6'-8"134"FHMPTD20 MIN1HMPTD026Fire Pump Room3'-0" x 6'-8"134"HMTLPTD1HMPTD028Receiving6'-0" x 6'-8"134"IMTLPTD1HMPTD030Mechanical Room6'-0" x 6'-8"134"GHMPTD1HMPTD20 MIN018Elevator Mach. Rm.3'-0" x 6'-8"134"FHMPTD90 MIN1HMPTDST20Stair 23'-0" x 6'-8"FHMPTD90 MIN1HMPTDST20AStair 23'-0" x 6'-8"134"HMTLPTD1HMPTD008Storage6'-0" x 6'-8"134"GHMPTD1HMPTD20 MIN20 MIN172Toilet3'-0" x 6'-8"134"AWDPTD1HMPTD20 MIN20 MIN15220 MIN282AToilet3'-0" x 6'-8"134"AWDPTD1HMPTDOffice/Conf.2603'-0" x 6'-8"AWDPTD1HMPTD20 MIN20 MIN243Closet3'-0" x 6'-8"134"GWDPTD1HMPTD20 MINOffice3603'-0" x 6'-8"134"AWDPTD1HMPTD20 MIN134"3'-0" x 6'-8"ST31Stair 33'-0" x 6'-8"134"134"FHMPTD1HMPTDST11A3'-0" x 6'-8"134"HMTLPTD1HMPTDStair 1ST31A3'-0" x 6'-8"134"HMTLPTD1HMPTDStair 3118-136Resident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD143-150Resident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD156-168176J.C. / Soil Hold3'-0" x 6'-8"134"AWDPTD1HMPTD178Corridor180182CorridorCorridor6'-0" x 6'-8"134"6'-0" x 6'-8"134"6'-0" x 6'-8"134"GGGHMHMHMPTDPTDPTD60 MIN60 MIN60 MIN60 MIN1HMPTD1HMPTD1HMPTD304Corridor306308CorridorCorridor6'-0" x 6'-8"134"6'-0" x 6'-8"134"6'-0" x 6'-8"134"GGGHMHMHMPTDPTDPTD60 MIN60 MIN60 MIN1HMPTD1HMPTD1HMPTDELECTROMAGNETIC HOLD OPENSELECTROMAGNETIC HOLD OPENSELECTROMAGNETIC HOLD OPENS201Storage3'-0" x 6'-8"AWDPTD1HMPTD134"20 MINST32Stair 33'-0" x 6'-8"134"FHMPTD60 MIN1HMPTD210-240Resident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD248-256Resident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD262-278342Nurse3'-0" x 6'-8"134"DWDPTD1HMPTD20 MINST33Stair 33'-0" x 6'-8"134"FHMPTD60 MIN1HMPTD303Trash Room6'-0" x 6'-8"LWDPTD1HMPTD134"20 MIN301Storage3'-0" x 6'-8"AWDPTD1HMPTD134"20 MINResident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD310-340Resident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD348-356Resident Units3'-0" x 6'-8"134"AWDPTD20 MIN1HMPTD362-378INSULATEDLOW E GLASSINSULATEDLOW E GLASSU-2Unit Closet in Accessible room4'-0" x 6'-8"134"MWDPTD2WDPTDDoor Type MScale: 14" = 1'-0"4'-0"6'-8"WOOD PANEL DOORScale:1DOOR SCHEDULENO SCALESCHEDULED DOORAND DOOR JAMBBEYOND1/4" THK. SCHEDULEDCARPET AT PUBLICCORRIDORTHRESHOLD, SEESPECIFICATIONSCHEDULEDCARPETING ON PAD1"SCHEDULEDLINOLEUM FLOORRUBBER REDUCER,RS-1SCHEDULEDCARPETING ON PAD1/4"
MAX.CORRIDORUNITSCHEDULEDLINOLEUM FLOOR3/4" GRANITE THRESHOLD3/4"SCHEDULEDCARPETING ON PADSCHEDULED DOORAND DOOR JAMBBEYONDSEE DOOR SCHEDULESEE DOOR SCHEDULEEQ.2"EQ.6 3/8"7'-0"
3/4"
2"4 7/8"2" PTD SOLID WOODDOOR FRAMESINGLE SOLID COREPTD WOOD DOORSCHEDULEDLINOLEUM FLOORPROVIDE BLOCKINGAT HEADSCHEDULEDPARTITION2"DOOR AS SCHEDULEDHOLLOW CORE METALFRAME"Z" TYPE JAMBANCHOR 3 PER JAMB,TYP.LINE OF BASE BEYOND5/8" PTD GWB1 15/16"
4 3/8"
1 15/16"
7 1/4"
8 1/4"
5 7/8""Z" TYPE JAMBANCHOR 3 PER JAMB,TYP.4 7/8"
2"
1 15/16"5/8" PTD GWB1 15/16"2"LINE OF BASE BEYONDHOLLOW CORE METALFRAMEDOOR AS SCHEDULED1/2"1/2"DASHED LINE INDICATESSECOND LAYER OF 5/8"PTD GWB REFER TO WALLTYPE1/8"1/4"MAX.3/4" GRANITE THRESHOLDSCHEDULED CARPETFLOOR ON PAD1/4"7 5/8"1/2"WETHER SEALDOOR SHOE, SEESPECIFICATION(1) SET GASKETING ATUNIT ENTRANCEA7.3Door Sched.,Hardware Schedl,Door & FrameTypes2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
5'-6" CLEAR3'-4" R.O.6'-0" CLEAR
4'-1" R.O.1'-6"1'-3"CLCL4" TYP. - REFER TOENLARGED PLANS FORATYPICAL LAYOUTS-1'-6"1'-3"CLCL7'-6" CLEAR3'-4" R.O.5'-3" R.O.
7'-3" CLEAR
1'-6"3'-0"FLR.DRAIN2'-10"1'-8"
4'-2"1'-3"CL2'-8"6"
2'-8"6"PROVIDE REQ'DBLOCKING FORFUTURE GRABBARSVINYLBASE2'-3"3'-6"
4'-0"8"81312586PROVIDE REQ'DBLOCKING FORFUTURE GRABBARSVINYLBASE4" MAX.
3'-6"CLSHOWERCONTROLSHAND HELDSHOWER SET2'-10"1'-8"1'-3"CL3'-0"PROVIDE REQ'DBLOCKING FORGRAB BARSVINYLBASE2'-3"3'-6"812581/2" MAX.
3'-6"CL3'-4" MAX.ELEVATION BELEVATION AABScale:1PLAN - GROUP 1 RESIDENTIAL BATHROOM3/8" = 1'-0"Scale:2ELEVATION - GROUP 1 RESIDENTIAL BATHROOM3/8" = 1'-0"1'-6"CL1'-3"CLAQUARIUS 48" GELCOATONE-PIECE SHOWERMODEL #G 4837 SH6LASCO FREEDOM LINEBARRIER FREE SHOWERMODEL #1603-BFSMAW/ GRAB BARS AND FOLDUP SEATAB1'-6"CL1'-5"Scale:3PLAN - GROUP 2 RESIDENTIAL BATHROOM PLAN3/8" = 1'-0"6"123'-0"CL2'-10"1'-0"213'-0"PROVIDE REQ'DBLOCKINGSHOWERCONTROLSHAND HELD SHOWERSET W/ SLIDE BAR ONLONG WALL2'-9"6"Scale:4ELEVATIONS - GROUP 2 RESIDENTIAL BATHROOM3/8" = 1'-0"ELEVATION BELEVATION A6"1'-0"1212" MIN.Scale:5TYPICAL PUBLIC BATHROOM PLAN3/8" = 1'-0"1'-6"CL1'-8"CL7'-6"6'-4"141'-0"6"3'-6"3'-6"ABC332'-10"2'-0"1'-6"CL3'-0"PROVIDE REQ'DBLOCKING FORGRAB BARS74971'-6"CL1'-5"6"333'-0"CL1'-0"33ELEVATION BELEVATION A2'-9"6"VINYL BASECLCL3'-4"
2'-9 1/16"6"3'-3 1/8"CL1'-6"CLPROVIDE REQ'DBLOCKING FORGRAB BARSVINYLBASE4" TYP.
4'-6"142'-10"
3'-4"9101'-8"CL3'-5 7/8"PLAM VANITYCOUNTER, SUPPORTSAND BACKSPLASHPLAM VANITYCOUNTER, SUPPORTSAND BACKSPLASHREMOVABLE PLAMBASE CABINET FORADAPTABILITYScale:6TYPICAL PUBLIC BATHROOM ELEVATIONS3/8" = 1'-0"ELEVATION CScale:7ELEVATION - GROUP 1 RESIDENTIAL KITCHEN3/8" = 1'-0"Scale:8ELEVATION - GROUP 2 RESIDENTIAL KITCHEN3/8" = 1'-0"5'-8"PLAM WALL CABINETSREFRIGERATORPLAM COUNTER WITHBACKSPLASHPLAM BASE CABINETREMOVEABLE PLAMBASE CABINET ANDTOEKICK FORADAPTABILITYGWB WING WALL8"13138"MOUNT 4'-0"A.F.F.3'-0"1'-6"2'-6"VINYL BASEEQ.EQ.
42" CLEAR MIN.CL3'-6"1'-6"1'-8"10Scale:9COUNTRY KITCHEN ELEVATIONS3/8" = 1'-0"THERMO FOIL RAISEDSQUARE PANEL WALLCABINETSMICROWAVE WITHHANGING KITREFRIGERATORGWB SOFFITELEVATION BELEVATION CELEVATION AOVEN3'-0"
1'-6"
3'-0"14'-2"2'-9"7 1/4"2'-0"8'-0"2'-0"2'-0"THERMO FOIL RAISEDSQUARE PANEL WALLCABINETSGWB SOFFITTHERMO FOIL RAISED SQUAREPANEL BASE CABINETSDISHWASHERVINYL BASE4'-0"
2'-6"GWB SOFFITVINYL BASE4'-0"SUPPORT BRACKETSGWB1'-6"GWB WINGWALLCOUNTER - REFER TOFINISH SCHEDULEGWB SOFFITTHERMO FOILRAISED SQUAREPANEL BASECABINETSVINYL BASE7 1/4"9'-8"2'-0"3'-6"2'-2"MICROWAVE WITHHANGING KIT3'-6"2'-0"1'-10"5'-2"MICROWAVE WITHHANGING KIT7'-2"PLAM WALL CABINETSREFRIGERATORPLAM COUNTER WITHBACKSPLASHPLAM BASE CABINETREMOVABLE PLAMBASE CABINET ANDTOEKICK FORACCESSIBILITYGWB WING WALLVINYL BASE2'-2"2'-6"2'-6"5'-2"1'-8"2'-6"2'-6"2'-0"2'-10"1'-6"2'-6"
3'-0"
2'-10"1'-9"1'-3"2'-0"3"3'-0"1'-3"TRASHRECEPTACLECABINETSWINGING RETRACTABLECABINET DOORS AT SINK BASEAND ADJACENT CABINET, FLOORFINISH TO CONTINUE UNDERSINK AND DISHWASHER2'-6"B.O. OVEN DOOR
4'-6"CLCOUNTER WITHBACKSPLASH - REFERTO FINISH SCHEDULE2'-3"
2'-3"SWINGING RETRACTABLE CABINETDOORS AT SINK BASE & ADJACENTCABINET BASE, FLOOR FINISH TOCONTINUE UNDER SINK & DISHWASHERTHERMO FOIL RAISEDSQUARE PANEL PANTRYVENT HOOD - CONTRACTORTO WIRE CONTROLS TOBASE CAB.COOKTOP"BREADBOARD"SHELF2"1'-6"3'-0"1'-6"2'-9"2'-9"2'-6"2'-10"
3'-0"
6'-0"1'-6"A8.19CBA5'-3"FLOOR FINISH TO EXTENDUNDER COUNTER DEPTHAT SINK, DISHWASHER AND1'-5" COUNTERTOPEQ.EQ.EQ.EQ.10" DIA. CUT OUTIN COUNTERTOPW/ EASED EDGESCOUNTERF.O. GWBWING WALL12'-3 1/4"12'-0"
7 1/4"
1'-6"
2'-9"4'-6"COUNTER HEIGHT @ 34"7'-2"8'-0"1'-0"1'-6"3'-0"1'-6"2'-9"2'-9"2'-6"3'-0"FLOOR FINISH TO EXTENDUNDER COUNTER DEPTH ATCOOKTOP AND ADJACENT1'-6" COUNTERTOP3'-6"1'-0"1'-0"1'-6"1'-0"3"1'-6"3'-0"3'-0"3"COUNTER WITHBACKSPLASH -REFER TO FINISHSCHEDULEScale:10COUNTRY KITCHEN PLAN3/8" = 1'-0"CLA8.111ACBScale:11PUB ELEVATIONS3/8" = 1'-0"Scale:12PUB PLAN3/8" = 1'-0"9"7'-8"FLOOR FINISH TOEXTEND UNDERCOUNTER DEPTH3'-10"6'-10"2'-6"7'-11 1/4"2'-4"1'-3"3'-6"2'-0"2'-0"1"4"2'-0"2'-0"1'-10"2'-0"2'-0"ELEVATION A4'-2"12"3'-4"
3'-4"
1'-4"3'-6"2'-0"2"5'-0"2"2'-0"1'-0"CL1'-10"3'-4"1'-4"3'-6"1'-0"2'-8" CLEAR2'-4"3'-10"ELEVATION BELEVATION C11'-6"
4'-2"1'-0"3'-4"GWB SOFFITWOOD RAISEDSQUARE PANELBASE CABINETSVINYL BASECOUNTER WITHBACKSPLASH -REFER TO FINISHSCHEDULEOPEN WOOD WALLCABINETS WITHGLASS SHELVESSTAINEDPLYWOOD WINGWALL WITHRAISED PANELSICE MACHINEBEVERAGE COOLER4"EQ.4"EQ.4"EQ.2'-1"
EQ.4"EQ.4"EQ.4"
4'-2"
4"EQ.2'-5"EQ.A9.16GWB SOFFITWOOD RAISEDSQUARE PANELBASE CABINETSCOUNTER WITHBACKSPLASH -REFER TO FINISHSCHEDULEOPEN WOOD WALLCABINETS WITHGLASS SHELVESVINYL BASESTAINED PLYWOOD WINGWALL WITH RAISED PANELSWOOD CROWNMOLDING TOMATCH CABINETSDISHWASHERFLOOR FINISH TOEXTEND UNDERCOUNTER DEPTH2'-8"FLOOR FINISH TOEXTEND UNDERCOUNTER DEPTHFLOOR FINISH TOEXTEND UNDERCOUNTER DEPTH2'-6"2"2'-0"FLOOR FINISH TOEXTEND UNDERCOUNTER DEPTHWOOD SKIRTINGABOVE D.W. TOMATCH CABINETS4"2'-1"4"4"6'-11 1/2"4"3'-6"1'-3"4'-6"COUNTER HEIGHT @ 34"3"1'-6"SOLID BLOCKING IN WALLAT HATCHED AREA3'-6"1'-0"1'-3"1'-3"3'-6"1'-0"SOLID BLOCKING IN WALLAT HATCHED AREAA8.1EnlargedTypicalKitchens &Bathrooms2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
Scale:1LIVING ROOM 102 ELEVATION AT FIREPLACE1/2 = 1'-0"Scale:2READING ROOM 103 ELEVATION AT BOOKCASE / COMPUTER WORK STATIONS1/2 = 1'-0"10'-4"2'-8"4'-10"
10'-4"
2'-8"4'-10"EQ.EQ.CL1'-4 1/2"4"4"7 1/4"
5"5"5"Scale:3ELEVATION AT LIVING ROOM ENTRANCE - FIRST FLOOR1/2 = 1'-0"5"4"EQ.5"4"EQ.8'-11 1/2"7'-11 1/2"A9.15A9.13A9.18A9.17A9.110WOOD PANEL AND TRIM TOWRAP AROUND CORNER ANDEXTEND TO EXTERIOR WALL.TYPICAL AT CABINET BASEAND CASE ABOVE.12" WOOD BOOKCASE WITHADJUSTABLE SHELVES5" WOOD TRIM1" WOOD SILLBACK BANDED MOLDING TRIM BASED ONWINDSOR ONE CLASSIC COLONIAL BACK BANDWOBB001BASE MOLDING TRIM BASED ON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001 TRIMMANTEL IS BY FIRESIDEFURNISHINGS: STYLE PLYMOUTH,SIZE B, PRIMED FINISHSTONE FACED SURROUND ANDHEARTHNOVUS ND4236 DIRECT VENTGAS FIREPLACE BY HEATILATOR27" CLEAR
24" WOOD BASE AT COMPUTER WORKSTATION- PROVIDE 1 GROMMET AT EACH REAR CORNERPER WORKSTATION.12" WOOD CABINET BASE WITHFULL OVERLAY PANELEDDOORS AND ADJUSTABLE SELFA9.111A9.110A9.111A9.1912" WOOD BOOKCASE WITH ADJUSTABLE SHELVES24" DEEP WOOD BASE CABINET BASE WITH FULLOVERLAY PANELED DOORS AND ADJUSTABLE SELF10'-4"
8'-0"
2'-8"5'-4"GWB SOFFITBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001TRIMWOOD HALF WALLCOLUMNS AND PILASTERS -REFER TO DETAILS ON A9.14"4"7 1/4"5"Scale:4ELEVATION AT ENTRANCE - FIRST FLOOR PUB 142 AND MULT. PURPOSE ROOM 1521/2 = 1'-0"5"4"EQ.5"4"EQ.EQ.4'-0"4'-0"A9.15A9.13A9.18A9.1710'-4"8'-0"2'-8"5'-4"GWB SOFFITBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001TRIMWOOD HALF WALLCOLUMNS - REFER TODETAILSPROVIDE POWER AND DATA AT EACH WORKSTATION.5"5"2'-8"
10'-4"
2'-4"8'-4"GWB SOFFITGRANITE COUNTER10'-5"4"EQ.11"4"EQ.4"EQ.A9.21WOOD RECEPTION DESKGLASS DISPLAY CASEBEYONDBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001TRIM2'-4"2'-1"3"5"5"2'-1"11"5'-0"5"5"2'-8"8'-10"3'-10"GWB SOFFITGRANITE COUNTERGLASS DISPLAY CASEBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001TRIMWOOD RECEPTION DESKScale:5LOBBY 104 ELEVATION AT RECEPTION DESK1/2 = 1'-0"Scale:6LOBBY 104 ELEVATION AT RECEPTION DESK1/2 = 1'-0"3'-6"4"EQ.EQ.A9.222'-8"Scale:7TYPICAL ELEVATION AT ELEVATORS1/2 = 1'-0"10'-4"GWB SOFFITBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001A9.16PTD. WOOD LEAN RAILPTD. ELEVATOR FRAMEAND DOORSELIMINATE 2X6 AT RETURN2'-1"1'-10 1/2"4"1'-10 1/2"4"1'-10 1/2"4"4"4"4"A9.234'-2"9'-0 1/2"OPEN WOOD CABINETS WITHGLASS SHELVES. REFER TODETAIL 12/A8.1.WOOD BASE CABINETS.REFER TO DETAIL 12/A8.1.BASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001TRIMWOOD PANEL BARGRANITE COUNTERGWB SOFFITScale:8PUB 142 ELEVATION AT BAR1/2 = 1'-0"Scale:10CORRIDOR 242 & 342 ELEVATION AT NURSE OFFICE1/2 = 1'-0"3'-5"3'-3"2'-2"2"2'-2"VINYL BASEREFER TO DOORSCHEDULE FORADDITIONALINFORMATION10"WOOD FRAMEDINTERIOR WINDOWWITH DIVIDED LITESWOOD TRIM10'-4"5"5"4"4"Scale:9CORRIDOR ELEV. MULTI-PURPOSE ENTRY RM 242 & 3441/2 = 1'-0"CL11"1'-11"Scale:9AMULTI-PURPOSE ENTRY1/2 = 1'-0"3'-9"10 1/2"10 1/2"CLCL3'-7"1'-4 1/2"4"4"5"7 1/4"
4"4"
2'-4"
2'-8"5'-4"
8'-0"2'-4"WOOD BASE SIMILAR TOPLANTERCOLUMNS - REFER TODETAILSBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001TRIMVINYL BASEGWB SOFFITA9.19AA9.17FIREPLACE CONTROLSWITCH, MOUNT 36" A.F.F.3'-2" A.F.F.3'-7" R.O.4'-3 3/4"EQ.EQ.EQ.4"4"CLFIREPLACE4'-3 3/4"7'-3"4"EQ.4"EQ.EQ.EQ.4"4"EQ.1'-4 1/2"1'-4 1/2"4"1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"20'-7 1/2"5"4"EQ.5"4"EQ.EQ.2'-0"A9.13SIMA9.110A8.2InteriorElevations 2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
2 1/2" MTL STUDS ASREQ'D2 LYRS. 5/8" GWB, PTD.Scale:NTS1TYPICAL SOFFIT DETAIL SECURE STUDS TO DECKVARIES SEE R.C.P.SOFFIT HEIGHTVARIES, SEE R.C.P.INSTALL CORNER BEAD,TYP.ACOUSTIC CEILINGSYSTEM A.C.T. HEIGHTVARIES, SEE R.C.P.VARIES, SEE R.C.P.2 1/2" MTL STUDS ASREQ'DScale:NTS2TYPICAL SOFFIT DETAIL SECURE STUDS TO DECKVARIES SEE R.C.P.SOFFIT HEIGHTVARIES, SEE R.C.P.CORNER BEAD, TYP.ACOUSTIC CEILINGSYSTEM, REFER TO R.C.P.FOR FIRE RATING A.C.T. HEIGHTVARIES, SEE R.C.P.VARIES, SEE R.C.P.FIRE RATED WALLTO BE FIRESTOPPED AT SLAB,REFER TO U.L.REQUIREMENTS5/8" GWB, PTD.2 LYRS. GWB SOFFIT,MAINTAIN 1 HR. FIRERATINGScale:1 1/2" = 1'-0"5TYPICAL HALF WALL DETAIL Scale:NTS4FLOOR DRAIN DETAILFLOOR DRAINCONCRETE SLABVAPOR BARRIERScale:N.T.S.6DETAIL AT LEAN RAIL1" PTD. POPLAR CAPWITH EASED EDGES3/4" PAINT GRADE MDFPLYWOODBACK BANDED MOLDINGTRIM BASED ON WINDSORONE CLASSIC COLONIALBACK BAND WOBB0013 3/4"6 1/4"2x6 FIRE RETARDANTWOOD FRAMINGFIRE RETARDANT WOODBLOCKINGScale:8MILLWORK PILASTER DETAIL 1 1/2"=1'-0"4"4"1'-1 3/4"
SEE PLANSEE PLAN
1/2" MDF COLUMNENCLOSURECOVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV001TRIMBASE MOLDING TRIM BELOW -BASED ON WINDSOR ONECLASSIC COLONIAL BASEWOBM0011/2" MILLWORK PANELATTACHED W/ "Z" CLIPS8 1/2"2 1/4"1" PTD. POPLAR CAP WITHEASED EDGES2 1/2" STEEL STUDSCOVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV0013/4" PAINT GRADE MDFBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB0012'-8"
7 1/4"4"4"1'-9"Scale:7ELEVATION OF COLUMN 1 1/2" = 1'-0"CROWN TRIM BASED ON WINDSORONE CLASSIC COLONIAL WOCH001TRIMBAND MOLDING TRIM BASED ONWINDSOR ONE GREEK REVIVALBAND MOLDING WOCBB002 TRIMBASE MOLDING TRIM BASED ONWINDSOR ONE CLASSIC COLONIALBASE WOBM001 TRIM1'-4 1/2"BASE MOLDING TRIM BASED ONWINDSOR ONE CLASSIC COLONIALBASE WOBM001 TRIMBACK BAND MOLDING TRIM BASED ONWINDSOR ONE CLASSIC COLONIALBACK BAND WOBB001 TRIMCOVE MOLDING TRIM BASED ONWINDSOR ONE CLASSIC CRAFTSMANCOVE WOCV001 TRIM4"4"7 1/4"COVE MOLDING TRIM BASED ONWINDSOR ONE CLASSIC CRAFTSMANCOVE WOCV001 TRIM5"3/4" PAINT GRADE MDFPLYWOOD4"4"5"3/4" PAINT GRADE MDFPLYWOOD1/2" MDF4"4"1" PTD. POPLAR CAP WITHEASED EDGES3 1/2"3 1/2"3/4" PAINT GRADE MDFPLYWOODGWB SOFFITPLANTER BEYONDA9.15A9.132'-8"2'-8" A.F.F.F.O. SKIRT TO ALIGN WITH F.O.DOOR BEYONDBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB0012'-0"FULL OVERLAY PANELEDDOOR BEYONDGWB WALL, REFER TOSCHEDULEBOOKCASE ABOVE, REFER TODETAIL 11/A9.1PROVIDE FIRE RETARDANTWOOD BLOCKING AS REQUIRED2'-3" CLEAR 1'-0"WOOD TOP WITH EASEDEDGESWOOD BASE CABINET BEYOND5"
2'-8"Scale:9SECTION AT WORKSTATION BASE 1 1/2" = 1'-0"PROVIDE POWER AND DATAAT EACH WORKSTATION2" GROMMET AT REAR CORNEROF EACH WORKSTATIONF.O. DOOR TO ALIGN WITH F.O.SKIRT BEYONDBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB001VARIES - REFER TO ELEVATIONFULL OVERLAY PANELEDDOORGWB WALL, REFER TOSCHEDULEBOOKCASE ABOVE, REFER TODETAIL 11/A9.1PROVIDE FIRE RETARDANTWOOD BLOCKING AS REQUIRED1'-0"WOOD TOP WITH EASEDEDGES5"
2'-8"Scale:14SECTION AT CABINET BASE 1 1/2" = 1'-0"2"
2"
7 1/4"
7 1/4"ADJUSTABLE WOOD SHELF2"2"GWB WALL, REFER TOSCHEDULEWOOD TOP WITH EASEDEDGESWOOD BASE CABINET ORWORKSTATION, REFER TOELEVATION4'-10"5"CROWN TRIM BASED ON WINDSORONE CLASSIC COLONIAL WOCH001TRIMBAND MOLDING TRIM BASED ONWINDSOR ONE GREEK REVIVALBAND MOLDING WOCBB002 TRIMACT CEILINGPROVIDE FIRE RETARDANTWOOD BLOCKING AS REQUIRED1'-0"Scale:11SECTION AT BOOKCASE 1 1/2" = 1'-0"ADJUSTABLE WOOD SHELF(4) PER BOOKCASEScale:1 1/2" = 1'-0"12SECTION AT RECEPTION DESKScale:1 1/2" = 1'-0"13SECTION AT RECEPTION DISPLAY CASEScale:1 1/2" = 1'-0"15SECTION AT PUB BARGRANITE COUNTER WITHEASED EDGESMETAL STUDS3/4" PAINT GRADE MDFPLYWOOD3/4" PAINT GRADE MDFPLYWOODBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM0012'-0"1 1/4"3/4"2'-8"COVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB001PROVIDE FIRE RETARDANTWOOD BLOCKING AS REQUIREDBRACING AS REQUIREDGRANITE COUNTER WITHEASED EDGESFIXED WOOD SHELVES3/4" PAINT GRADE MDFPLYWOODBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM0012'-4"1 1/4"3'-6"COVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB001SLIDING PANELS WITH KEYEDLOCK4"4"7 1/4"
4"7 1/4"4"1'-6"1'-0"
4"7 1/4"1'-11 1/2"7 1/4"3"3/8" GLASS2"
GRANITE COUNTER WITHEASED EDGESMETAL STUDS3/4" PAINT GRADE MDFPLYWOOD3/4" PAINT GRADE MDFPLYWOODBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM0013"4'-2"COVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB001PROVIDE POWER OUTLETS. SEEELECTRICAL DRAWINGS4"4"7 1/4"7 1/2"1 1/2"PROVIDE POWER FOREQUIPMENT AS REQUIRED.COORDINATE WITH ELEC.DWGS. AND DETAIL 12/A8.1BASE CABINETS. SEE DETAIL12/A8.1 FOR ADDITIONALINFORMATION.1 1/4"Scale:1 1/2" = 1'-0"3MILLWORK COLUMN ENCLOSURE1'-1 3/4"1'-4 1/2"3 5/8" CFMF STUDS AS REQ'DEXISTING COLUMN AT E/20,REFER TO PLAN.1/2" MDF COLUMNENCLOSURESEE PLAN SEE PLAN
9 1/2"4 1/4"4"4"4"4"COVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV001TRIM1/2" MILLWORK PANELATTACHED W/ "Z" CLIPSBASE MOLDING TRIM BELOW -BASED ON WINDSOR ONECLASSIC COLONIAL BASEWOBM0011" PTD. POPLAR CAP WITHEASED EDGESCOVE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCRAFTSMAN COVE WOCV0013/4" PAINT GRADE MDFPLYWOODBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001BACK BANDED MOLDING TRIMBASED ON WINDSOR ONECLASSIC COLONIAL BACKBAND WOBB0012'-8"1'-9"TUBE STEEL COL. REFER TOSTRUCTURAL DWGS3/4" MDF PAINTEDCOVE MOLDING TRIMWINDSOR ONE CLASSICCRAFTSMAN COVE WOCV001TRIMBASE MOLDING TRIM BASEDON WINDSOR ONE CLASSICCOLONIAL BASE WOBM001VARIES REFER
TO REFLECTED
CEILING PLANS
GWB SOFFITBAND MOLDING TRIM BASEDON WINDSOR ONE GREEKREVIVAL BAND MOLDINGWOCBB002 TRIMCROWN TRIM BASED ONWINDSOR ONE CLASSICCOLONIAL WOCH001 TRIM1'-9"1'-3"1'-4 1/2"1'-4 1/2"1'-3"7 7/8"1'-1 1/8"A9.110A9.13CORRIDOR SIDEGWB SOFFIT ABOVEScale:10SECTION AT COLUMN/HALFWALL 1 1/2" = 1'-0"HALF WALL BELOW3 5/8" CFMF STUDS WITH1/2" MDF PAINTED1'-9"1/2" MDF PAINTEDA9.1InteriorDetails 2014 SMOOK Architecture and Urban Designc
The Residences at
CHRISTOPHER HEIGHTS
Northampton, MassachusettsIssued to Permit Sept. 2, 2014
PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
S0.1
RV PES
31481.00
GENERAL NOTES
AND MATERIAL
SPECIFICATIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00
2
S2.2
_______
3
S2.2
_______
4
S2.2
_______
5
S2.2
_______
3
S2.3
_______
6
S2.2
_______
1
S2.2
_______
2'-0"2'-0"1'-8"8" WALL2'-8"[-6' - 6"]
F5.0X
[-5' - 6"]
F4.0
[-5' - 6"]
F4.0
[-5' - 6"]
F4.0
[-5' - 6"]
F4.0
[ -5' - 6" ]
[ -5' - 6" ]
[ -5' - 6" ][ -5' - 6" ]
[-5' - 6"]
F4.0
[-5' - 6"]
F4.0
[-5' - 6"]
F4.0
[-5' - 6"]
F4.04'-0"4'-0"[-7' - 0"]
F7.0X
1
S2.2
_______[ -5' - 6" ][ -5' - 6" ]1 2 3
4 6
5 7 8 10
11
13 15
14
16 17
18
19
20
21 22 23 25 26 27
A
B
D
E
F
G
H
J
K
L
M
N 5'-0" FTG.1
S2.2
_______
8" WALL
3'-0" FTG.8" WALL3'-0" FTG.8" WALL3'-0" FTG.8" WALL
3'-0" FTG.8'-6" FTG.1'-2" WALL1
S2.2
_______2'-3 1/2"8" WALL3'-0 1/2"1
S2.2
_______3'-0" FTG.8" WALLUNEXCAVATED UNEXCAVATED
6'-0" FTG.[-7' - 0"]
F6.0X
P2A P2A
[ -16' - 10" ]
EXTEND/ CONTINUE F6.0X
REINF. INTO RETAINING
WALL FTG. IN ADDITION
TO REINF. PER 4/S2.22'-0"
SF 5'-0"5'-0"10" WALL10'-0" FTG.P1 P1 P1 P1
P2 P2
[-13' - 6"]
F5.0
[-17' - 0"]
F10.0X
7
S2.2
SIM.
_______
[-13' - 0"]
F4.0
P1
P2
P2
P1
[-16' - 6"]
F6.0X3'-0"TYP.
4'-0" FTG.
B/ FTG. EL. = -16'-6",
PROVIDE HAUNCHED
SLAB ALTERNATE
7'-0" FTG.
1'-10"
10" WALL
4'-4"
P2
[-11' - 0"]
FXL1
P2
[-5' - 6"]
FXL1
P3
[-7' - 0"]
FX1
P3
[-11' - 0"]
FX1
[-13' - 0"]
F4.0
[-13' - 0"]
F4.0
[-13' - 0"]
F4.0
[-16' - 0"]
F5.0
10" WALL
4'-6" FTG.10" WALL
5'-0"
SF
SF
SFSF
10" WALL
4'-6" FTG.
8" WALL
8'-4" FTG.
1'-2"4'-6" FTG.10" WALL7'-0" FTG.
3'-1"
10" WALL
3'-1"
10" WALL
[-16' - 6"]
F7.0X
P2A
P2A
INDICATES SLAB
OVER-POUR, TYP.
AT EXT. DOOR,
SEE TYP. OVER-
POUR DETAILS
4" SLAB ON GRADE,
T/ SLAB EL. = -11'-0",
SEE PLAN NOTES
P1
[-5' - 6"]
F4.0
P1
[-5' - 6"]
F4.0
P1
[-5' - 6"]
F4.0 P2AP2A
24'-0"11'-10 1/2"14'-3 1/2"11'-10 1/2"44'-2 1/2"31'-3 1/8"24'-3 1/2"31'-3"4'-4 1/2"11'-10 1/2"4'-3 1/2"11'-10 1/2"46'-1 1/2"
271'-7"47'-3"47'-3"4'-6"4'-6"2'-0"2'-0"2'-0"2'-0"4'-6"4'-6"76'-4"80'-9"32'-9"12'-10 1/2"3'-3 1/2"12'-10 1/2"17'-5 1/2"27'-7 1/2"13'-0"
11'-9 1/2"12'-5 1/2"13'-3"16'-8"80'-10"1'-6"4'-6"2'-2"2'-2"4'-6"SFSFSF [-18'-0"]SFSFSF
12
C
P
6" TYP.
6"
6" TYP.
6" TYP.
1
S2.3
_______
2
S2.2
_______
B/WALL
ONLY
[-13' - 0"]
F4.0
[-13' - 0"]
F4.0
[-13' - 0"]
F4.01'-2 3/4"19'-1 1/8"6'-7 1/4"1'-0 3/8"15'-11 3/4"2'-7 1/4"5 3/4"6'-2 3/4"1'-5 3/4"10'-8 1/2"2'-0 1/4"21'-2 1/4"10'-0"11'-9 7/8"17'-6 1/2"44'-0 1/4"9'-10 3/4"18'-8 5/8"2'-5"
1'-11 7/8"1'-1"
3'-6 1/8"5'-2 7/8"5'-3 1/4"3'-6 1/8"
1'-0"
6'-7 1/4"3'-2 3/8"6'-2 7/8"8'-3 1/4"9'-4 1/2"
2'-0 1/4"
3'-1 1/4"
10 5/8"
3'-10 7/8"9'-6"
10 5/8"
24'-9 3/8"50'-2 5/8"9'-10 3/4"36'-0 1/2"
SF
SF
47'-3"106'-10 1/2"[ -5' - 6" ][ -13' - 4" ]SFSF SF
SF SF SF
SF SF
[ -13' - 0" ][ -15' - 6" ][ -17' - 0" ]
9'-0"
ELEV. PIT SLAB, SEE SECTION FOR
SIZE, ELEVATION AND REINF.. COORD.
SUMP PIT W/ ELEV. MANUFACTURER.
COORD. SIZE AND LOCATION OF
ELEV. PIT W/ ARCH. DWGS. AND FINAL
SELECTED ELEV. SPECS.
SF SF
SF SF
SF SF
SF
SF
24
2
S2.4
_______
5
S2.4
_______
4
S2.4
_______
3
S2.4
_______
4
S2.4
_______
PROVIDE FDN. WALL
REINF. SIM. TO RAMP
FDN. WALL IN 5/S2.4
38'-1 7/8"21'-5 3/8"7'-10"9'-9 3/8"
18'-4"
1'-0"1'-2"4'-8"10"5'-0"10"4'-8"1'-2"1'-0"37'-11 1/4"3'-1 1/4"TYP.4'-8 1/4"TYP.6'-2 3/4"1
S2.4
TYP.
_______
EXT. 4" SLAB ON GRADE
RAMP, T/ SLAB EL.
VARIES, SEE ARCH.
DWGS.. SEE PLAN NOTES
EXT. 4" SLAB ON
GRADE, PITCH TO
DRAIN, SEE ARCH.
DWGS.. SEE PLAN
NOTES
OFFSET
4" GRID
OFFSET1 1/2" GRIDOFFSET
5/8" GRID
3
S2.4
SIM.
_______
3
S2.4
SIM.
_______8'-0"10'-0"CJ, TYP., SEE
PLAN NOTES 5'-11 3/4"5 1/2"
NOTE: COORD. ALL EXTERIOR
FOUNDATION DIMENSIONS W/
ARCH. DWGS.
UNEXCAVATED
1. FIRST FLOOR REFERENCE ELEVATION = 0'-0" U.O.N.
2. BASEMENT FLOOR REFERENCE ELEVATION = -11'-0" U.O.N.
3. FLOOR CONSTRUCTION: 4" NORMALWEIGHT CONCRETE FLOOR SLAB (f'c=3,500 PSI) W/ WWF 6x6-
W1.4xW1.4 OR FIBERMESH.
4. BOTTOM OF FOOTING ELEVATION TO BE -4'-6" BELOW FINISHED GRADE UNLESS SHOWN THUS [ ]
REFERENCED FROM FIRST FLOOR ELEVATION.
5. TOP OF FOOTING AT EXTERIOR PERIMETER COLUMNS TO BE FLUSH WITH FROST WALL
CONTINUOUS FOOTING UNLESS NOTED OTHERWISE.
6. FOOTINGS TO BE CENTERED ON COLUMN CENTERLINES UNLESS NOTED OTHERWISE.
7. "FX.X" INDICATES FOOTING TYPE. SEE FOOTING SCHEDULE FOR MORE INFORMATION.
8. "PX" INDICATES PIER TYPE. SEE PIER SCHEDULE FOR MORE INFORMATION.
9. "SF" INDICATES APPROXIMATE LOCATION OF STEPPED FOOTING. COORDINATE FINAL LOCATION W/
ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS. SEE "TYPICAL STEPPED FOOTING DETAIL" FOR
MORE INFORMATION.
10. CONCRETE DESIGN MIX TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO THE
PLACEMENT OF CONCRETE.
11. TOP OF PIER & INTERIOR FOOTING ELEVATION = -1'-0" BELOW FINISHED SLAB UNLESS NOTED
OTHERWISE.
12. SEE FOUNDATION NOTES ON DRAWING S0.1 FOR ADDITIONAL FOUNDATION REQUIREMENTS AND
INFORMATION.
13. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR HOUSEKEEPING PAD LOCATIONS.
14. PROVIDE CONTROL JOINTS AT ALL SLABS, JOINT SPACING NOT TO EXCEED 20'-0"O.C.
15. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER.
16. SEE GEOTECH REPORT FOR DRAINAGE, BACKFILL AND SITE PREPARTION REQUIREMENTS.
FOUNDATION PLAN NOTESFOOTING SCHEDULE
FTG MARK SIZE (LxW) REINFORCEMENT BARS
NOTE: ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF
THICKNESS
F5.0 5'-0"x5'-0" 1'-6"
F4.0 4'-0"x4'-0" 1'-0"
(9)-#5 EA. WAY
BOTTOM
(9)-#5 EA. WAY
BOTTOM
F5.0X SEE PLANx5'-0"LONG.: (6)-#5 TOP AND BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 18"o.c. BOTTOM2'-0"
F6.0X SEE PLANx6'-0"LONG.: (8)-#8 TOP, (8)-#5 BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
F7.0X SEE PLANx7'-0"LONG.: (8)-#6 TOP AND BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
F8.0X SEE PLANx8'-0"LONG.: (12)-#8 TOP, (12)-#5 BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
F10.0X SEE PLANx10'-0"LONG.: (12)-#5 TOP, (12)-#8 BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
FX1 SEE PLAN
LONG.: (3)-#5 BOTTOM
TRANS.: (5)-#5 BOTTOM1'-0"
FXL1 SEE PLAN
(5)-#5 EACH WAY BOTTOM1'-0"
PIER SCHEDULE
PIER MARK SIZE (LxW) REINFORCEMENT
P2 SEE DETAIL
SEE DETAIL
P3 SEE DETAIL
(12)-#8 VERT. DOWELS W/ #3 TIES AT 10" o.c.,
TRIPLE TIES AT 2"o.c. TOP & BOT.
P1 SEE DETAIL
(8)-#8 VERT. DOWELS W/ #3 TIES AT 10" o.c.,
TRIPLE TIES AT 2"o.c. TOP & BOT.
P1A, P1B SEE DETAIL
(12)-#8 VERT. DOWELS W/ #3 TIES AT 10"
o.c., TRIPLE TIES AT 2"o.c. TOP & BOT.
F/R-X INDICATES FLOOR/ ROOF DECK SPAN DIRECTION AND TYPE.
INDICATES SLAB OVER-POUR, TYP. AT EXT. DOOR, SEE TYP.
OVER-POUR DETAIL.
PLAN SYMBOL LEGEND
INDICATES BRACE FRAME ELEVATION.
INDICATES SLOPE DIRECTION AND PITCH.
INDICATES LOAD-BEARING INFINITY METAL STUD WALL
PANEL (OR APPROVED EQUAL).PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS1.0
RV PES
31481.00
BASEMENT SLAB
ON GRADE AND
FOUNDATION
PLAN 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/8" = 1'-0"1 BASEMENT SLAB ON GRADE AND FOUNDATION PLAN
2
S2.2
_______
3
S2.2
_______
2
S2.2
_______
4
S2.2
_______
5
S2.2
_______
3
S2.3
_______
6
S2.2
_______
1
S2.2
_______8" WALL2 1/2" SHELFINDICATES SLAB OVER-
POUR, TYP. AT EXT.
DOOR, SEE TYP. OVER-
POUR DETAILS
20'-5 1/4"21'-9"[-5' - 6"]
F8.0X
B/ FTG. EL. = -5'-6",
PROVIDE HAUNCHED
SLAB ALTERNATE
HAUNCHED
SLAB, TYP.U.O.N., SEE
15/S2.1
SF SF
[-2' - 6"]
F5.0
SF
15
S2.1
TYP.
_______
10
S2.1
TYP.
_______
1
S2.2
_______
THICKEN HAUNCHED
SLAB DOWN TO
MATCH B/ EXT. FDN.
WALL FTG.
7
S2.2
_______TYP.3'-0" FTG.8" WALL
2 1/2" SHELF
SFSEE 6/S2.2 SIM.#7 AT 9"o.c, 12'-0" MIN.13'-2"13'-2"8" WALL3 1/2" SHELFTYP.3'-0" FTG.TYP.3'-0" FTG.8" WALL2 1/2" SHELF1
S2.2
_______
1
S2.2
_______
8" WALL
2 1/2" SHELF
[-5' - 6"]
F10.0X
P2 P2
P1 P1 P1 P1 P2 P2
P2
P1
P1 P1
24'-0"11'-10 1/2"14'-3 1/2"11'-10 1/2"44'-2 1/2"31'-3 1/8"24'-3 1/2"31'-3"4'-4 1/2"11'-10 1/2"4'-3 1/2"11'-10 1/2"46'-1 1/2"
271'-7"47'-3"47'-3"4'-6"4'-6"2'-0"2'-0"2'-0"2'-0"4'-6"4'-6"76'-4"80'-9"32'-9"12'-10 1/2"3'-3 1/2"12'-10 1/2"17'-5 1/2"[-2' - 0"]
F4.0
1 2 3
P2A P2A SEE 6/S2.2 SIM.#7 AT 9"o.c, 12'-0" MIN.4 6
5 7 8 10
11
13 15
14
16 17
18
19
20
21 22 23 25 26 27
A
B
D
E
F
G
H
J
K
L
M
N
[-2' - 6"]
F5.0
[-2' - 6"]
F5.0
[-2' - 6"]
F5.0
[-2' - 6"]
F5.0
7
S2.2
SIM.
_______
1
S2.2
_______8" WALL3 1/2" SHELFT/WALL
ONLY
T/WALL
ONLY1
S2.2
_______
P2A P2A
P2P2
PROVIDE ADDITIONAL
REINF. AROUND WALL
OPNG. PER 5/S2.1
PROVIDE
ADDITIONAL
REINF. AROUND
WALL OPNG.
PER 5/S2.1
B/ FTG. EL. = -5'-6",
PROVIDE
HAUNCHED SLAB
ALTERNATE
[ -1' - 0" ]
[ -1' - 0" ]
[ -1' - 0" ]SF SFSF
SFSFSFSF
T/WALL
ONLY
T/WALL ONLY,
SIM.
4" SLAB ON GRADE,
T/ SLAB EL. = 0'-0", SEEPLAN NOTES FOR
ADDITIONAL INFO.
OPEN
13'-0"
11'-9 1/2"12'-5 1/2"13'-3"16'-8"80'-10"26'-1 1/2"1'-6"4'-6"2'-2"2'-2"4'-6"12
C
P OFFSET1 1/2" GRIDOPEN
[-2' - 6"]
F5.0
P2 P2
P3 P3
TYP.45.00°TYP.
1'-6 1/2"TYP.
2'-11 1/2"
1
S2.3
_______
6
S2.2
_______
6
S2.2
_______
T/WALL ONLY,
SIM.
2'-5 3/4"10 3/4"[ -1' - 0" ]SFSFSFSF
17'-6 1/2"11'-9 7/8"10'-0"21'-2 1/4"2'-0 1/4"10'-8 1/2"1'-5 3/4"6'-2 3/4"5 3/4"2'-7 1/4"15'-11 3/4"7'-7 5/8"19'-1 1/8"1'-2 3/4"44'-0 1/4"9'-10 3/4"18'-8 5/8"
2'-5"1'-11 7/8"1'-1"
3'-6 1/8"5'-2 7/8"5'-3 1/4"3'-6 1/8"
1'-0"
6'-7 1/4"3'-2 3/8"6'-2 7/8"8'-3 1/4"9'-4 1/2"
2'-0 1/4"
3'-1 1/4"
10 5/8"
3'-10 7/8"9'-6"
10 5/8"
24'-9 3/8"50'-2 5/8"9'-10 3/4"36'-0 1/2"
PROVIDE EMBEDDED PLATE
CONN. AT END OF STL. BM., SEE
"TYPICAL EMBEDDED PLATE
DETAIL" ON 16/S2.1, TYP.
47'-3"
24
OFFSET
4" GRID
OFFSET
5/8" GRID
LL=840 PLFDL=1400 PLFLL=840 PLFDL=1400 PLFLL=1400 PLFDL=1400 PLFLL=350 PLFDL=350 PLFLL=1400 PLFDL=1400 PLFLL=840 PLFDL=1400 PLFLL=1400 PLFDL=1400 PLF2
S2.4
_______
5
S2.4
_______
4
S2.4
_______
4
S2.4
_______
3
S2.4
_______
NOTE: WALL SELF WEIGHTS ARE
NOT INCLUDED IN LOADS SHOWN.
NOTE: LOADS SHOWN ARE FROM
LOADS AT THIS LEVEL ONLY AND
DO NOT INCLUDE LOAD FROM
WALLS ABOVE.
3
S2.4
SIM.
_______
3
S2.4
SIM.
_______
WALL
10"
WALL
10"
SHELF
4"
WALL
10"WALL10"SHELF4"WALL1'-2"SHELF4"WALL1'-2"SHELF
4"
WALL
1'-2"
SHELF
4"
WALL
1'-2"
WALL
1'-2"WALL1'-2"SHELF4"SHELF
4"
WALL
1'-2"
5'-10"6'-8"5'-10"10'-0 3/4"
9'-9 3/8"
21'-5 3/8"1'-11 1/4"5'-10 1/4"50'-0"6'-2 3/4"7'-10"8'-10 3/4"37'-11 1/4"4" SLAB ON GRADE,
T/ SLAB EL. = 0'-0", SEEPLAN NOTES FOR
ADDITIONAL INFO.
1
S2.2
_______
OPEN OPEN
OPEN
OPEN
OPEN
#5 AT 9"o.c.
#5 AT 6"o.c.
TYP. U.O.N.
(8)-#6 AT
8"o.c. BOT.
(12)-#6 AT
8"o.c. AT CANT.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.
#5 AT 6"o.c.
6'-0"6'-0"
#5 AT 9"o.c.
6'-0"6'-0"
6'-9"6'-9"
6'-9"
6'-9"6'-9"
CJ TYP., SEE
PLAN NOTES
[-0' - 4"]
4" Foundation Slab
W12x26 HSS12x6x3/8W14x22W12x26
W10x12
W16x26W18x76W18x35W12x16W18x50
W12x26 W14x30
4" SLAB ON GRADE,
T/ SLAB EL. = 0'-0", SEE
PLAN NOTES FOR
ADDITIONAL INFO.
6'-9"
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.
F-1
F-1
F-1
F-1
F-1
F-1
NOTE: COORD. ALL EXTERIOR
FOUNDATION DIMENSIONS W/
ARCH. DWGS.
1
S2.4
TYP.
_______
SEE PLAN
NOTE 'A'
NOTES:
A.PROVIDE HSS 9x3x5/16 ELEVATOR RAIL POST
LOCATED AT EACH ELEVATOR AND AT EACH
ELEVATOR. COORDINATE LOCATION OF
ELEVATOR RAIL POSTS WITH FINAL SELECTED
ELEVATOR SPECS. PROVIDE HSS 6x4x5/16 AT
EACH FLOOR LEVEL. FASTEN TO EDGE OF
FLOOR SLAB W/ 1/2" THICK STEEL END PLATE
AND (2)-3/4" DIAMETER ANCHOR BOLTS
ADHESIVELY EMBEDDED 6".
6'-9"
6'-9"
#5 AT 6"o.c.
BRG.
WALL
ABOVE
1. FIRST FLOOR REFERENCE ELEVATION = 0'-0" U.O.N.
2. BASEMENT FLOOR REFERENCE ELEVATION = -11'-0" U.O.N.
3. FLOOR CONSTRUCTION: 4" NORMALWEIGHT CONCRETE FLOOR SLAB (f'c=3,500 PSI) W/ WWF 6x6-
W1.4xW1.4 OR FIBERMESH.
4. BOTTOM OF FOOTING ELEVATION TO BE -4'-6" BELOW FINISHED GRADE UNLESS SHOWN THUS [ ]REFERENCED FROM FIRST FLOOR ELEVATION.
5. TOP OF FOOTING AT EXTERIOR PERIMETER COLUMNS TO BE FLUSH WITH FROST WALL
CONTINUOUS FOOTING UNLESS NOTED OTHERWISE.
6. FOOTINGS TO BE CENTERED ON COLUMN CENTERLINES UNLESS NOTED OTHERWISE.
7. "FX.X" INDICATES FOOTING TYPE. SEE FOOTING SCHEDULE FOR MORE INFORMATION.
8. "PX" INDICATES PIER TYPE. SEE PIER SCHEDULE FOR MORE INFORMATION.
9. "SF" INDICATES APPROXIMATE LOCATION OF STEPPED FOOTING. COORDINATE FINAL LOCATION W/
ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS. SEE "TYPICAL STEPPED FOOTING DETAIL" FOR
MORE INFORMATION.
10. CONCRETE DESIGN MIX TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO THE
PLACEMENT OF CONCRETE.
11. TOP OF PIER & INTERIOR FOOTING ELEVATION = -1'-0" BELOW FINISHED SLAB UNLESS NOTED
OTHERWISE.12. SEE FOUNDATION NOTES ON DRAWING S0.1 FOR ADDITIONAL FOUNDATION REQUIREMENTS AND
INFORMATION.
13. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR HOUSEKEEPING PAD LOCATIONS.
14. PROVIDE CONTROL JOINTS AT ALL SLABS, JOINT SPACING NOT TO EXCEED 20'-0"O.C.
15. COORDINATE ELEVATOR SIZE AND LOCATION W/ ARCH. DWGS & ELEVATOR MANUFACTURER.
16. SEE GEOTECH REPORT FOR DRAINAGE, BACKFILL AND SITE PREPARTION REQUIREMENTS.
FOUNDATION PLAN NOTESFLOOR FRAMING PLAN NOTES
1. FINISHED SECOND FLOOR ELEVATION = +11'-0" U.N.O.
2. FINISHED THIRD FLOOR ELEVATION = +22'-0" U.N.O.
3. TOP OF STEEL ELEVATIONS REFERENCED FROM FINISHED FLOOR ELEVATION.
4. TOP OF STRUCTURAL STEEL ELEVATION EQUALS -6" FROM TOP OF FINISHED FLOOR
ELEVATION UNLESS SHOWN ON SECTION OR NOTED THUS ( ).
5. FLOOR CONSTRUCTION: 6" (TOTAL DEPTH) CONCRETE (f'c=4,000 PSI) SLAB ON 2" 20 GAGE
MSR EPICORE DECK W/W/6x6-W2.9xW2.9 WWF.
6. PROVIDE #6 BARS AT 7" o.c. OVER ALL INTERIOR SUPPORTS (3/4" MIN. COVER). EXTEND BARS
0.3xL (MIN.) ON BOTH SIDES OF THE SUPPORTS.
7. SEE COLUMN SCHEDULE FOR COLUMN SIZES.
8. COORDINATE FRAMING LOCATIONS W/ MECHANICAL, PLUMBING, & ELECTRICAL TRADES.
9. COORDINATE SIZE AND LOCATION OF ALL FLOOR PENETRATIONS WITH ARCHITECTURAL AND
MEP DRAWINGS. PROVIDE SUPPLEMENTAL FRAMING AROUND FLOOR OPENINGS AS
REQUIRED PER "TYPICAL FLOOR OPENING DETAIL" .
10. STEEL FABRICATOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF ALL
CONNECTIONS, INCLUDING BEAM AND/OR COLUMN STIFFENERS AND DOUBLERS, IF
REQUIRED.
11. ROOF DECKING FASTENED TO COLD FORMED RAFTERS ABOVE SHALL BE 3/4" THICK CDX
PLYWOOD.
12. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
13. SEE NOTES ON DRAWING S0.1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
14. DO NOT SCALE THIS DRAWING.
FOOTING SCHEDULE
FTG MARK SIZE (LxW) REINFORCEMENT BARS
NOTE: ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF
THICKNESS
F5.0 5'-0"x5'-0" 1'-6"
F4.0 4'-0"x4'-0" 1'-0"
(9)-#5 EA. WAY
BOTTOM
(9)-#5 EA. WAY
BOTTOM
F5.0X SEE PLANx5'-0"LONG.: (6)-#5 TOP AND BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 18"o.c. BOTTOM2'-0"
F6.0X SEE PLANx6'-0"LONG.: (8)-#8 TOP, (8)-#5 BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
F7.0X SEE PLANx7'-0"LONG.: (8)-#6 TOP AND BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
F8.0X SEE PLANx8'-0"LONG.: (12)-#8 TOP, (12)-#5 BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
F10.0X SEE PLANx10'-0"LONG.: (12)-#5 TOP, (12)-#8 BOTTOM
TRANS.: #5 AT 18"o.c. TOP, #8 AT 12"o.c. BOTTOM2'-6"
FX1 SEE PLAN
LONG.: (3)-#5 BOTTOM
TRANS.: (5)-#5 BOTTOM1'-0"
FXL1 SEE PLAN
(5)-#5 EACH WAY BOTTOM1'-0"
PIER SCHEDULE
PIER MARK SIZE (LxW) REINFORCEMENT
P2 SEE DETAIL
SEE DETAIL
P3 SEE DETAIL
(12)-#8 VERT. DOWELS W/ #3 TIES AT 10" o.c.,
TRIPLE TIES AT 2"o.c. TOP & BOT.
P1 SEE DETAIL
(8)-#8 VERT. DOWELS W/ #3 TIES AT 10" o.c.,
TRIPLE TIES AT 2"o.c. TOP & BOT.
P1A, P1B SEE DETAIL
(12)-#8 VERT. DOWELS W/ #3 TIES AT 10"
o.c., TRIPLE TIES AT 2"o.c. TOP & BOT.
F/R-X INDICATES FLOOR/ ROOF DECK SPAN DIRECTION AND TYPE.
INDICATES SLAB OVER-POUR, TYP. AT EXT. DOOR, SEE TYP.
OVER-POUR DETAIL.
PLAN SYMBOL LEGEND
INDICATES BRACE FRAME ELEVATION.
INDICATES SLOPE DIRECTION AND PITCH.
INDICATES LOAD-BEARING INFINITY METAL STUD WALL
PANEL (OR APPROVED EQUAL).PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS1.1
RV PES
31481.00
FIRST FLOOR
SLAB ON GRADE
AND
FOUNDATION
PLAN 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/8" = 1'-0"1 FIRST FLOOR SLAB ON GRADE AND FOUNDATION PLAN
S4.1
7
S4.18
S4.2
1
S4.2 2
S4.1
3
S4.14
S4.1 5
S4.1
6
S4.2
3
S4.2
4
S4.25S4.2 6
S4.1 2
S4.1
1
1 2 3
4 6
5 7 8 10
11 14
16 17
18
19
20
21 22 23 25 26 27
A
B
D
E
F
G
H
J
K
L
M
N
12
C
24
OFFSET
4" GRID
OFFSET5/8" GRID
SL=905 PLF
DL=1250 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=1000 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=1000 PLF
DL=1000 PLF
LL=440 PLF
DL=1100 PLF
SL=200 PLF
DL=2020 PLF
LL=800 PLF
LL=440 PLF
DL=1100 PLF
LL=400 PLF
DL=1000 PLF
LL=440 PLF
DL=1100 PLF
SL=200 PLF
DL=2020 PLF
LL=800 PLF
LL=440 PLF
DL=1100 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
SL=905 PLF
DL=2250 PLF
LL=400 PLF
LL=840 PLF
DL=1400 PLF
LL=1400 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF LL=720 PLF
DL=1800 PLF
LL=720 PLF
DL=1800 PLF LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=350 PLF
DL=350 PLF
LL=1400 PLF
DL=1400 PLF
LL=400 PLF
DL=1000 PLF
LL=400 PLF
DL=1000 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
SL=905 PLF
DL=2250 PLF
LL=400 PLF
LL=400 PLF
DL=1000 PLF
SL=200 PLF
DL=2020 PLF
LL=800 PLF
LL=400 PLF
DL=1000 PLF
SL=905 PLF
DL=1250 PLF
SL=240 PLF
DL=520 PLF
LL=40 PLF
SL=240 PLF
DL=1420 PLF
LL=400 PLF
SL=180 PLF
DL=300 PLF
SL=240 PLF
DL=420 PLF
SL=180 PLF
DL=300 PLF
LL=400 PLF
DL=1000 PLF
SL=200 PLF
DL=2020 PLF
LL=800 PLF
LL=400 PLF
DL=1000 PLF
SL=200 PLF
DL=2020 PLF
LL=800 PLF
LL=400 PLF
DL=1000 PLF
LL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=400 PLFDL=1000 PLFSL=905 PLFDL=1250 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=1000 PLFDL=1000 PLFSL=905 PLFDL=2250 PLFLL=400 PLFLL=720 PLFDL=1800 PLFLL=840 PLFDL=1400 PLFLL=840 PLFDL=1400 PLFLL=350 PLFDL=350 PLFLL=840 PLFDL=1400 PLFLL=1400 PLFDL=1400 PLFLL=350 PLFDL=350 PLFOPEN
OPEN
OPEN
F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1
F-1
F-1
F-1
DL=8.4 KIPS
LL=8.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=23.5 KIPS
LL=7.2 KIPS
SL=10.4 KIPSDL=1.0 KIPS
SL=0.8 KIPS
DL=11.8 KIPS
LL=3.6 KIPS
SL=5.2 KIPS
DL=11.8 KIPS
LL=3.6 KIPS
SL=5.2 KIPS
DL=0.8 KIPS
SL=0.6 KIPS
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPSLL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=11.0 KIPS
LL=11.0 KIPS
EACH END
DL=1.5 KIPS
EACH END
DL=0.9 KIPS
LL=0.9 KIPS
EACH END19'-1 1/8"6'-7 1/4"1'-0 3/8"15'-11 3/4"2'-7 1/4"5 3/4"6'-2 3/4"1'-5 3/4"10'-8 1/2"2'-0 1/4"21'-2 1/4"10'-0"9'-10 3/4"18'-8 5/8"2'-5"
1'-11 7/8"1'-1"
3'-6 1/8"5'-2 7/8"5'-3 1/4"3'-6 1/8"
1'-0"
9'-9 5/8"14'-6 1/8"9'-4 1/2"
2'-0 1/4"
3'-1 1/4"
10 5/8"
3'-10 7/8"9'-6"
10 5/8"
10'-8 7/8"14'-0 1/2"50'-2 5/8"9'-10 3/4"
NOTE: WALL SELF WEIGHTS ARE
NOT INCLUDED IN LOADS SHOWN.
NOTE: LOADS SHOWN ARE FROM
LOADS AT THIS LEVEL ONLY AND
DO NOT INCLUDE LOAD FROM
WALLS ABOVE.
OPEN
11
S3.3
_______
13
S3.2
_______
13
S3.3
_______6'-0"6'-0"#5 AT 9"o.c.
#5 AT 6"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.
#5 AT 6"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.#5 AT 6"o.c.
TYP. U.O.N.
#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-0"6'-0"#5 AT 9"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.
#5 AT 6"o.c.
6'-0"6'-0"
#5 AT 9"o.c.
6'-9"
#5 AT 6"o.c.
TYP. U.O.N.
(8)-#6 AT
8"o.c. BOT.
(12)-#6 AT
8"o.c. AT CANT.
6'-9"
6'-9"
#5 AT 6"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.
6'-9"6'-9"
#5 AT 6"o.c.
#5 AT 6"o.c.
TYP. U.O.N.
#5 AT 6"o.c.
6'-9"
#5 AT 6"o.c.
6'-9"
#5 AT 6"o.c.
#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"6'-9"OPEN OPEN
OPEN
OPEN
OPEN
OPEN
OPENOPEN
OPEN
OPEN OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN OPEN
OPEN OPEN
OPEN
OPEN
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
6'-9"6'-9"6'-9"6'-9"DL=8.4 KIPS
LL=3.4 KIPS
EACH END
12
S3.3
_______
DL=3.5 KIPS
LL=2.1 KIPS
EACH END
6'-9"6'-0"6'-0"
#5 AT 9"o.c.6'-0"6'-0"#5 AT 9"o.c.6'-0"6'-0"#5 AT 9"o.c.
SB1
HSS12x6x3/8HSS12x6x3/8
HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8
HSS12x6x3/8HSS12x6x3/8
W12x16
W12x40W12x40 W12x40W12x40
SB1 SB1 SB1
SB1SB1W12x16 W12x16 W16x26
W14x30
W12x19 W14x22 W16x26
W21x101
W14x22 W14x22 W16x31W12x26
W12x26 HSS12x6x3/8HSS12x6x3/8 HSS12x6x3/8W12x16 W12x19 W12x16
W12x16W12x16
W14x22
W8x13W14x22
W12x26 SB2W8x13HSS12x6x3/8HSS12x6x3/8W8x13
W12x16
SB2
SB2
W8x13
W12x16SB1SB1W8x13HSS6x4x3/8HSS6x4x3/813
S3.2
_______
13
S3.2
_______
INDICATES MOMENT FRAME, TYP. AT
PORT COCHERE. FABRICATOR TO
DESIGN CONNECTIONS FOR 12 KIP*FT
AND 12 KIPS OF AXIAL TENSION,
BASED ON ASD LOAD COMBINATIONS
HSS 8x2x5/16 HIP BM.,
TYP. (4)-TOTAL
PROVIDE 8" x 16 GA. MIN. COLD
FORMED RAFTERS ABOVE AT 16" o.c..
DESIGN OF CONN. TO SUPPORTS BY
OTHER, TYP.
13
S3.2
_______
SIM.
14
S3.2
TYP.
_______
SEE PLAN
NOTE 'A'
NOTES:
A.PROVIDE HSS 9x3x5/16 ELEVATOR RAIL POST
LOCATED AT EACH ELEVATOR AND AT EACH
ELEVATOR. COORDINATE LOCATION OF
ELEVATOR RAIL POSTS WITH FINAL SELECTED
ELEVATOR SPECS. PROVIDE HSS 6x4x5/16 AT
EACH FLOOR LEVEL. FASTEN TO EDGE OF
FLOOR SLAB W/ 1/2" THICK STEEL END PLATE
AND (2)-3/4" DIAMETER ANCHOR BOLTS
ADHESIVELY EMBEDDED 6".6'-9"6'-9"6'-9"6'-9"6'-9"6'-9"6'-9"6'-9"8
S3.3
TYP.
_______
9
S3.3
TYP.
_______
9
S3.3
TYP.
_______
8
S3.3
TYP.
_______
9
S3.3
TYP.
_______
7
S3.3
TYP.
_______
6
S3.3
_______
7
S3.3
TYP.
_______
15
S3.2
TYP.
_______
6
S3.3
_______
7
S3.3
TYP.
_______
9
S3.3
TYP.
_______
12
S3.3
_______
12
S3.3
_______12
S3.3
_______12
S3.3
_______
9
S3.3
TYP.
_______
8
S3.3
TYP.
_______
16
S3.2
_______
17
S3.2
_______
TYP.
TYP.
ROOF ABOVE,
SEE SECTION
PROVIDE 6"
(18 GA. MIN.)
STUDS AT 16"
o.c. AT GABLE
END
ROOF ABOVE, SEE SECTION
PROVIDE 6" (18 GA.
MIN.) STUDS AT 16" o.c.
AT GABLE END
ROOF ABOVE,
SEE SECTION
PROVIDE 6" (18 GA.
MIN.) STUDS AT 16"
o.c. AT GABLE END
1
S3.4
_______
2
S3.4
_______
FLOOR FRAMING PLAN NOTES
1. FINISHED SECOND FLOOR ELEVATION = +11'-0" U.N.O.
2. FINISHED THIRD FLOOR ELEVATION = +22'-0" U.N.O.
3. TOP OF STEEL ELEVATIONS REFERENCED FROM FINISHED FLOOR ELEVATION.
4. TOP OF STRUCTURAL STEEL ELEVATION EQUALS -6" FROM TOP OF FINISHED FLOOR
ELEVATION UNLESS SHOWN ON SECTION OR NOTED THUS ( ).
5. FLOOR CONSTRUCTION: 6" (TOTAL DEPTH) CONCRETE (f'c=4,000 PSI) SLAB ON 2" 20 GAGE
MSR EPICORE DECK W/W/6x6-W2.9xW2.9 WWF.
6. PROVIDE #6 BARS AT 7" o.c. OVER ALL INTERIOR SUPPORTS (3/4" MIN. COVER). EXTEND BARS
0.3xL (MIN.) ON BOTH SIDES OF THE SUPPORTS.
7. SEE COLUMN SCHEDULE FOR COLUMN SIZES.
8. COORDINATE FRAMING LOCATIONS W/ MECHANICAL, PLUMBING, & ELECTRICAL TRADES.
9. COORDINATE SIZE AND LOCATION OF ALL FLOOR PENETRATIONS WITH ARCHITECTURAL AND
MEP DRAWINGS. PROVIDE SUPPLEMENTAL FRAMING AROUND FLOOR OPENINGS AS
REQUIRED PER "TYPICAL FLOOR OPENING DETAIL" .
10. STEEL FABRICATOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF ALL
CONNECTIONS, INCLUDING BEAM AND/OR COLUMN STIFFENERS AND DOUBLERS, IF
REQUIRED.
11. ROOF DECKING FASTENED TO COLD FORMED RAFTERS ABOVE SHALL BE 3/4" THICK CDX
PLYWOOD.
12. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
13. SEE NOTES ON DRAWING S0.1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
14. DO NOT SCALE THIS DRAWING.
F/R-X INDICATES FLOOR/ ROOF DECK SPAN DIRECTION AND TYPE.
INDICATES SLAB OVER-POUR, TYP. AT EXT. DOOR, SEE TYP.
OVER-POUR DETAIL.
PLAN SYMBOL LEGEND
INDICATES BRACE FRAME ELEVATION.
INDICATES SLOPE DIRECTION AND PITCH.
INDICATES LOAD-BEARING INFINITY METAL STUD WALL
PANEL (OR APPROVED EQUAL).
SLAB BEAM REINFORCING SCHEDULE
MARK REINFORCEMENT BARS
NOTES:
1. REINFORCING OVER SUPPORTS SHALL EXTEND A MINIMUM OF 0.3L
ON BOTH SIDES OF THE SUPPORTS. SEE ACI FOR DEVELOPMENT
AND SPLICE REINFORCEMENTS. IF REINFORCEMENT CANNOT
EXTEND BEYOND SUPPORTS, PROVIDE A 10" MIN. 90 DEGREE HOOK.
2. REINFORCING SHALL BE EQUALLY SPACED ALONG WIDTH.
3. SEE TYPICAL SLAB BEAM DETAIL FOR ADDITIONAL INFORMATION.
WIDTH
SB2 3'-10"
SB1 3'-10"
(8)-#5 BARS (BOT.)(5)-#5 BARS (TOP)
(10)-#6 BARS (BOT.)(5)-#5 BARS (TOP)PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS1.2
RV PES
31481.00
SECOND FLOOR
AND LOW ROOF
FRAMING PLAN 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/8" = 1'-0"1 SECOND FLOOR AND LOW ROOF FRAMING PLAN
S4.1
7
S4.18
S4.2
1
S4.2 2
S4.1
3
S4.14
S4.1 5
S4.1
6
S4.2
3
S4.2
4
S4.25S4.2 6
S4.1 2
S4.1
1
1 2
4
5
11 14
16 26 27
A
B
F
G
M
N
12
C
LL=400 PLF
DL=1000 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=1000 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=1000 PLF
DL=1000 PLF
LL=440 PLF
DL=1100 PLF
LL=100 PLF
DL=250 PLF
LL=440 PLF
DL=1100 PLF
LL=400 PLF
DL=1000 PLF
LL=440 PLF
DL=1100 PLF
LL=100 PLF
DL=250 PLF
LL=440 PLF
DL=1100 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
LL=400 PLF
DL=1000 PLF
LL=400 PLF
DL=1000 PLF
LL=720 PLF
DL=1800 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=1400 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=1400 PLF
DL=1400 PLF
LL=840 PLFDL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=720 PLF
DL=1800 PLF
LL=350 PLFDL=350 PLF LL=350 PLFDL=350 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=840 PLF
DL=1400 PLF
LL=400 PLF
DL=1000 PLF
LL=440 PLF
DL=1100 PLF
LL=140 PLF
DL=350 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
LL=400 PLF
DL=1000 PLF
LL=100 PLF
DL=250 PLF
LL=400 PLF
DL=1000 PLF
LL=400 PLFDL=1000 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=720 PLFDL=1800 PLFLL=840 PLFDL=1400 PLFLL=840 PLFDL=1400 PLFLL=1400 PLFDL=1400 PLFLL=400 PLFDL=1000 PLFLL=1000 PLFDL=1000 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=100 PLFDL=250 PLFLL=400 PLFDL=1000 PLFLL=840 PLFDL=1400 PLFLL=350 PLFDL=350 PLFLL=350 PLFDL=350 PLFLL=350 PLFDL=350 PLFOPEN
OPEN
OPEN
F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1
F-1
F-1
DL=8.4 KIPS
LL=8.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=11.0 KIPS
LL=11.0 KIPS
DL=0.9 KIPS
LL=0.9 KIPS
EACH END
DL=3.5 KIPS
LL=2.1 KIPS
EACH END
DL=9.8 KIPS
LL=6.0 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.8 KIPS
LL=3.6 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
DL=8.4 KIPS
LL=3.4 KIPS
EACH END
19'-1 1/8"6'-7 1/4"19'-7 3/8"5 3/4"41'-7 1/2"10'-0"9'-10 3/4"21'-1 5/8"
1'-11 7/8"
18'-7 3/8"
1'-0"
9'-9 5/8"14'-6 1/8"104'-8 1/8"9'-10 3/4"
NOTE: WALL SELF WEIGHTS ARE
NOT INCLUDED IN LOADS SHOWN.
NOTE: LOADS SHOWN ARE FROM
LOADS AT THIS LEVEL ONLY AND
DO NOT INCLUDE LOAD FROM
WALLS ABOVE.
OFFSET
5/8" GRID
OPEN
6'-0"6'-0"#5 AT 9"o.c.6'-9"6'-9"#5 AT 6"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.6'-9"6'-9"6'-9"#5 AT 6"o.c.6'-9"#6 AT
8"o.c. BOT.
#6 AT 8"o.c.6'-9"#5 AT 6"o.c.
TYP. U.O.N.
#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-0"6'-0"#5 AT 9"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.6'-9"#5 AT 6"o.c.
6'-0"6'-0"
#5 AT 9"o.c.
6'-9"6'-9"
#5 AT 6"o.c.
TYP. U.O.N.
(6)-#6 AT
8"o.c. BOT.
(12)-#6 AT
8"o.c. AT CANT.
6'-9"
6'-9"
#5 AT 6"o.c.
#6 AT
8"o.c. BOT.
#6 AT 8"o.c.
6'-9"6'-9"
#5 AT 6"o.c.6'-9"6'-9"#5 AT 6"o.c.
TYP. U.O.N.
6'-9"
#5 AT 6"o.c.
6'-9"
#5 AT 6"o.c.
6'-9"
#5 AT 6"o.c.
DL=8.4 KIPS
LL=3.4 KIPS
EACH END #5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"#5 AT 6"o.c.6'-9"6'-9"OPEN OPEN
OPEN
OPEN
OPEN
OPEN
OPENOPEN
OPEN
OPEN OPEN
OPEN
OPEN
OPEN
OPEN OPEN
OPEN OPEN
OPEN OPEN
OPEN
OPEN
HSS12x6x3/8W10x30
HSS12x6x3/8W12x53
HSS12x6x3/8W10x30
HSS12x6x3/8HSS12x6x3/8
W10x30W12x35
SB1
SB1 SB1
SB1 SB1
SB1SB1SB1SB1
SB1SB1SB1SB1W8x13
HSS12x6x3/8 HSS12x6x3/8 HSS12x6x3/8W12x26
SB1
W8x13
SB2
SB1HSS12x6x3/8HSS12x6x3/8
W12x16SB2W12x40
W12x16
HSS6x4x3/8HSS6x4x3/816
S3.2
_______
17
S3.2
_______
14
S3.2
TYP.
_______
15
S3.2
TYP.
_______
TYP.
TYP.
SEE PLAN
NOTE 'A'
NOTES:
A.PROVIDE HSS 9x3x5/16 ELEVATOR RAIL POST
LOCATED AT EACH ELEVATOR AND AT EACH
ELEVATOR. COORDINATE LOCATION OF
ELEVATOR RAIL POSTS WITH FINAL SELECTED
ELEVATOR SPECS. PROVIDE HSS 6x4x5/16 AT
EACH FLOOR LEVEL. FASTEN TO EDGE OF
FLOOR SLAB W/ 1/2" THICK STEEL END PLATE
AND (2)-3/4" DIAMETER ANCHOR BOLTS
ADHESIVELY EMBEDDED 6".
8
S3.3
TYP.
_______
9
S3.3
TYP.
_______9
S3.3
TYP.
_______
8
S3.3
TYP.
_______
9
S3.3
TYP.
_______
9
S3.3
TYP.
_______
8
S3.3
TYP.
_______
9
S3.3
TYP.
_______
9
S3.3
TYP.
_______
7
S3.3
TYP.
_______7
S3.3
TYP.
_______
7
S3.3
TYP.
_______
6
S3.3
_______
6
S3.3
_______
FLOOR FRAMING PLAN NOTES
1. FINISHED SECOND FLOOR ELEVATION = +11'-0" U.N.O.
2. FINISHED THIRD FLOOR ELEVATION = +22'-0" U.N.O.
3. TOP OF STEEL ELEVATIONS REFERENCED FROM FINISHED FLOOR ELEVATION.
4. TOP OF STRUCTURAL STEEL ELEVATION EQUALS -6" FROM TOP OF FINISHED FLOOR
ELEVATION UNLESS SHOWN ON SECTION OR NOTED THUS ( ).
5. FLOOR CONSTRUCTION: 6" (TOTAL DEPTH) CONCRETE (f'c=4,000 PSI) SLAB ON 2" 20 GAGE
MSR EPICORE DECK W/W/6x6-W2.9xW2.9 WWF.
6. PROVIDE #6 BARS AT 7" o.c. OVER ALL INTERIOR SUPPORTS (3/4" MIN. COVER). EXTEND BARS
0.3xL (MIN.) ON BOTH SIDES OF THE SUPPORTS.
7. SEE COLUMN SCHEDULE FOR COLUMN SIZES.
8. COORDINATE FRAMING LOCATIONS W/ MECHANICAL, PLUMBING, & ELECTRICAL TRADES.
9. COORDINATE SIZE AND LOCATION OF ALL FLOOR PENETRATIONS WITH ARCHITECTURAL AND
MEP DRAWINGS. PROVIDE SUPPLEMENTAL FRAMING AROUND FLOOR OPENINGS AS
REQUIRED PER "TYPICAL FLOOR OPENING DETAIL" .
10. STEEL FABRICATOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF ALL
CONNECTIONS, INCLUDING BEAM AND/OR COLUMN STIFFENERS AND DOUBLERS, IF
REQUIRED.
11. ROOF DECKING FASTENED TO COLD FORMED RAFTERS ABOVE SHALL BE 3/4" THICK CDX
PLYWOOD.
12. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
13. SEE NOTES ON DRAWING S0.1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
14. DO NOT SCALE THIS DRAWING.
F/R-X INDICATES FLOOR/ ROOF DECK SPAN DIRECTION AND TYPE.
INDICATES SLAB OVER-POUR, TYP. AT EXT. DOOR, SEE TYP.
OVER-POUR DETAIL.
PLAN SYMBOL LEGEND
INDICATES BRACE FRAME ELEVATION.
INDICATES SLOPE DIRECTION AND PITCH.
INDICATES LOAD-BEARING INFINITY METAL STUD WALL
PANEL (OR APPROVED EQUAL).
SLAB BEAM REINFORCING SCHEDULE
MARK REINFORCEMENT BARS
NOTES:
1. REINFORCING OVER SUPPORTS SHALL EXTEND A MINIMUM OF 0.3L
ON BOTH SIDES OF THE SUPPORTS. SEE ACI FOR DEVELOPMENT
AND SPLICE REINFORCEMENTS. IF REINFORCEMENT CANNOT
EXTEND BEYOND SUPPORTS, PROVIDE A 10" MIN. 90 DEGREE HOOK.
2. REINFORCING SHALL BE EQUALLY SPACED ALONG WIDTH.
3. SEE TYPICAL SLAB BEAM DETAIL FOR ADDITIONAL INFORMATION.
WIDTH
SB2 3'-10"
SB1 3'-10"
(8)-#5 BARS (BOT.)
(5)-#5 BARS (TOP)
(10)-#6 BARS (BOT.)
(5)-#5 BARS (TOP)PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS1.3
RV PES
31481.00
THIRD FLOOR
FRAMING PLAN 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/8" = 1'-0"1 THIRD FLOOR FRAMING PLAN
S4.1
7
S4.18
S4.2
1
S4.2 2
S4.1
3
S4.14
S4.1 5
S4.1
6
S4.2
3
S4.2
4
S4.25S4.2 6
S4.1 2
S4.1
1
1 2
4
5
11 14
16 26 27
A
B
F
G
M
N R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1 R-1
R-1
R-1
12
OFFSET
5/8" GRID
C
OPEN
HSS6x6x3/8
SL=580 PLF
DL=720 PLF
SL=1540 PLF
DL=465 PLF
SL=475 PLF
DL=450 PLF
SL=1540 PLF
DL=465 PLF
SL=475 PLF
DL=450 PLF
SL=1470 PLF
DL=580 PLF
SL=725 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=350 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=350 PLF
DL=330 PLF
SL=1100 PLF
DL=330 PLF
SL=500 PLF
DL=330 PLF SL=160 PLF
DL=100 PLF
SL=500 PLF
DL=380 PLF
SL=1100 PLF
DL=330 PLF
SL=500 PLF
DL=380 PLF
SL=160 PLF
DL=100 PLF
SL=500 PLF
DL=380 PLF
SL=1100 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=350 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=350 PLF
DL=330 PLF
SL=1100 PLF
DL=330 PLF
SL=1470 PLF
DL=530 PLF
HSS6x6x3/8
LGM ROOF TRUSSES
ABOVE AT 2'-0" o.c.
ROOF ABOVE
SL=475 PLF
DL=450 PLF
SL=1470 PLF
DL=530 PLF
SL=1110 PLF
DL=330 PLF
SL=350 PLF
DL=330 PLF
SL=350 PLFDL=330 PLFSL=90 PLFDL=90 PLFSL=350 PLFDL=330 PLFSL=90 PLFDL=90 PLFSL=350 PLFDL=330 PLFSL=1470 PLFDL=530 PLFSL=1110 PLFDL=330 PLFSL=580 PLFDL=720 PLFLGM ROOF TRUSSES
ABOVE AT 2'-0" o.c.
ROOF ABOVESL=490 PLFDL=465 PLFSL=125 PLFDL=120 PLFSL=1540 PLFDL=465 PLFSL=1540 PLFDL=465 PLFSL=490 PLFDL=465 PLFW12x26
HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8
HSS6x6x3/8HSS6x6x3/8
HSS6x6x3/8HSS6x6x3/8
HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8 HSS6x6x3/8
HSS6x6x3/8
W8x13 W8x18W8x18W8x18W8x18W8x18W8x13W8x13 W8x13
W8x13
W12x16W8x13HSS12x6x3/8W8x13
SL=125 PLFDL=120 PLFSL=350 PLFDL=300 PLFSL=90 PLFDL=90 PLFSL=350 PLFDL=330 PLFSL=90 PLFDL=90 PLFSL=725 PLFDL=330 PLFW12x16
SL=970 PLF
DL=480 PLF
SL=970 PLF
DL=480 PLF
SL=475 PLF
DL=480 PLF
SL=970 PLF
DL=480 PLF
SL=970 PLF
DL=450 PLF
SL=475 PLF
DL=450 PLF
SL=1540 PLF
DL=465 PLF SL=580 PLF
DL=720 PLF
SL=300 PLF
DL=275 PLF
SL=125 PLF
DL=120 PLF
SL=970 PLF
DL=480 PLF SL=475 PLF
DL=450 PLF
SL=475 PLF
DL=450 PLF
SL=1540 PLF
DL=465 PLF
SL=1000 PLF
DL=300 PLF
SL=700 PLF
DL=440 PLF
SL=1100 PLF
DL=330 PLF
SL=350 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=350 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=350 PLF
DL=330 PLF
DL=725 PLF
DL=330 PLF
SL=90 PLF
DL=90 PLF
SL=725 PLF
DL=330 PLF
SL=1470 PLF
DL=580 PLF
SL=1470 PLFDL=580 PLFW12x19
DL=2.5 KIPS
SL=5.5 KIPS
EACH END
DL=2.5 KIPS
SL=2.7 KIPS
EACH END
DL=3.0 KIPS
SL=4.0 KIPS
EACH END
DL=260 PLF
SL=210 PLF
DL=260 PLF
SL=1470 PLF
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=1.5 KIPS
SL=4.0 KIPS
EACH END DL=3.2 KIPS
SL=3.4 KIPS
EACH END
DL=2.0 KIPS
SL=6.6 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=2.0 KIPS
SL=2.2 KIPS
EACH END
DL=3.0 KIPS
SL=4.0 KIPS
EACH END
LGM ROOF
TRUSSES
ABOVE AT
2'-0" o.c.
ROOF ABOVELGM ROOF TRUSSES
ABOVE AT 2'-0" o.c.
ROOF ABOVE
DL=2.3 KIPS
SL=7.8 KIPS
DL=0.9 KIPS
SL=1.9 KIPS
DL=2.3 KIPS
SL=7.8 KIPS
DL=0.9 KIPS
SL=1.9 KIPS
DL=2.3 KIPS
SL=7.8 KIPS
DL=0.9 KIPS
SL=1.9 KIPS
DL=0.9 KIPS
SL=1.9 KIPS
DL=0.9 KIPS
SL=1.9 KIPS
DL=0.9 KIPS
SL=1.9 KIPS
DL=2.3 KIPS
SL=7.8 KIPS
DL=2.3 KIPS
SL=7.8 KIPS
DL=2.3 KIPS
SL=7.8 KIPS
DL=3.0 KIPS
SL=4.0 KIPS
EACH END
DL=1.5 KIPSSL=4.0 KIPS
EACH END
DL=1.0 KIPS
SL=1.1 KIPS
EACH END
SL=1000 PLFDL=300 PLF19'-1 1/8"6'-7 1/4"19'-7 3/8"5 3/4"41'-7 1/2"10'-0"9'-10 3/4"21'-1 5/8"1'-11 7/8"18'-7 3/8"
1'-0"
9'-9 5/8"14'-6 1/8"104'-8 1/8"9'-10 3/4"
NOTE: WALL SELF WEIGHTS ARE
NOT INCLUDED IN LOADS SHOWN.
NOTE: LOADS SHOWN ARE FROM
LOADS AT THIS LEVEL ONLY AND
DO NOT INCLUDE LOAD FROM
WALLS ABOVE.
4
S3.2
_______7
S3.2
_______
1
S3.2
_______
5
S3.2
_______
6
S3.2
_______
11
S3.2
_______
3
S3.2
_______
2
S3.2
_______
RTU-5
WEIGHT=520#
RTU-4
WEIGHT=520#
R.D.R.D.
RTU-6
WEIGHT=520#
R.D.
DL=0.375 KIPS
TYP. AT EACH END
OF RTU FRAME
SUPPORTS
R.D.
MUA-1
WEIGHT=730#
RTU-1
WEIGHT=520#
RTU-3
WEIGHT=540#
RTU-9
WEIGHT=510#
RTU-7
WEIGHT=520#
RTU-8
WEIGHT=510#
RTU-2
WEIGHT=520#
OPEN
PROVIDE ADDITIONAL
FRAMING PER 9/S3.2,
TYP. AT ROOF TOP
MECH. UNITS
12
S3.2
_______
PROVIDE COLD FORMED
HIP BM. AND CONN. BY
OTHERS, TYP. (4)-TOTAL
8
S3.2
_______
TYP.
6
S3.2
_______
6
S3.2
_______
10
S3.2
_______
HSS12x6x3/8 W10x30HSS12x6x3/8
HSS12x6x3/8HSS12x6x3/8W10x30
HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8 HSS12x6x3/8W10x30
HSS12x6x3/8SEE PLAN
NOTE 'A'
NOTES:
A.PROVIDE HSS 9x3x5/16 ELEVATOR RAIL POST
LOCATED AT EACH ELEVATOR AND AT EACH
ELEVATOR. COORDINATE LOCATION OF
ELEVATOR RAIL POSTS WITH FINAL SELECTED
ELEVATOR SPECS. PROVIDE HSS 6x4x5/16 AT
EACH FLOOR LEVEL. FASTEN TO EDGE OF
FLOOR SLAB W/ 1/2" THICK STEEL END PLATE
AND (2)-3/4" DIAMETER ANCHOR BOLTS
ADHESIVELY EMBEDDED 6".
1
S3.2
_______
1
S3.2
_______
1
S3.2
_______
1
S3.2
_______
1
S3.2
_______
4
S3.2
_______
4
S3.2
_______
4
S3.2
_______
TYP.
TYP.
4
S3.2
_______
4
S3.2
_______
5
S3.2
_______
5
S3.2
_______
12
S3.2
_______
6
S3.2
_______SIM.
1
S3.2
_______SIM.
3
S3.2
_______SIM.
ROOF FRAMING PLAN NOTES:
1. SEE PLANS AND SECTIONS FOR T/WALL ELEVATIONS. COORDINATE ALL SLOPING AND
OFFSET WALL HEIGHTS W/ARCHITECTURAL DRAWINGS.
2. TOP OF STEEL (UNDERSIDE OF ROOF DECK) ELEVATION = 32''-5 1/2" (U.N.O.)
3. "R-1" ROOF CONSTRUCTION: 7 1/2" DEEP 16GA (PAINTED) EPIC WIDECK ED750 METAL DECK .
4. ALL OPENINGS 10" DIA. OR SQUARE MUST BE SUPPORTED ON ANGLE FRAME. SEE TYPICAL
DETAIL FOR MEMBER SIZES. ALL ROOF DRAINS TO BE SUPPORTED BY FRAMES.
5. SEE COLUMN SCHEDULE FOR COLUMN SIZES.
6. DESIGN DECK FOR A NET UPLIFT OF 5 PSF.
7. AT ALL LOCATIONS WHERE ROOF DECK IS SPLICED PROVIDE MINIUM OF 5" BEARING. IF WALL
THICKNESS IS NOT ADEQUATE PROVIDE CONTINOUS L5x3 1/2x5/16 (LLH) ATTACHED TO TOP
PLATE W/ 1/2" DIA. BOLT AT 48"O.C.
8. PROVIDE CONTINUOUS 18"x18 GA. PLATE AT ALL LOCATIONS WHERE DECK IS SPLICED OR
CHANGES DIRECTION. ATTACH TO DECK AT 12"O.C.
9. SEE COLUMN SCHEDULE FOR COLUMN SIZES.
10. COORDINATE FRAMING LOCATIONS W/ MECHANICAL, PLUMBING, & ELECTRICAL TRADES.
11. COORDINATE SIZE AND LOCATION OF ALL ROOF PENETRATIONS WITH ARCHITECTURAL AND
MEP DRAWINGS. PROVIDE SUPPLEMENTAL FRAMING AROUND ROOF OPENINGS PER "TYPICAL
ROOF OPENING DETAILS".
12. STEEL FABRICATOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF ALL MOMENT/
BRACE CONNECTIONS, INCLUDING BEAM AND\OR COLUMN STIFFENERS AND DOUBLERS IF
REQUIRED.
13. ATTACH ROOF DECK TO SUPPORTS PER GENERAL NOTES SHEET S0.1.
14. ROOF DECKING ABOVE COLD FORMED RAFTERS SHALL BE 3/4" THICK CDX PLYWOOD.
15. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
16. SEE NOTES ON DRAWING S0.1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
17. DO NOT SCALE THIS DRAWING.
F/R-X INDICATES FLOOR/ ROOF DECK SPAN DIRECTION AND TYPE.
INDICATES SLAB OVER-POUR, TYP. AT EXT. DOOR, SEE TYP.
OVER-POUR DETAIL.
PLAN SYMBOL LEGEND
INDICATES BRACE FRAME ELEVATION.
INDICATES SLOPE DIRECTION AND PITCH.
INDICATES LOAD-BEARING INFINITY METAL STUD WALL
PANEL (OR APPROVED EQUAL).
14 16
C
W8x13W8x13W8x13 W8x13W8x13
11
S3.2
_______R-1SEE PLAN
NOTE 'A'
W8x18
HOIST BM.
[-0-2"]
HSS 4x4x5/16 POSTS
AT EACH CORNER OF
ELEVATOR OVERRUN.PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS1.4
RV PES
31481.00
ROOF FRAMING
PLAN 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/8" = 1'-0"1 ROOF FRAMING PLAN
1/8" = 1'-0"2 ELEVATOR ROOF FRAMING PLAN
NOTES:
A. PROVIDE CLASS "B" TENSION LAP SPLICE WITH 40 BAR DIAMETERS MINIMUM.
B. AT CONTROL JOINT, INTERRUPT ALTERNATING HORIZONTAL REINFORCEMENT 6" SHORT OF JOINT.
0"
TYP.
6"
NOTE B
END DOWELS TO MATCH
HORIZ. REINFORCEMENT
SIZE AND SPACING
PROVIDE VERTICAL CONTROL JOINTS AT
A SPACING OF 30'-0" MAXIMUM BETWEEN
CONTROL JOINTS
PROVIDE VERTICAL CONSTRUCTION JOINTS
AT END OF EACH DAY'S POUR OR AT A
SPACING OF 200'-0" MAXIMUM BETWEEN
CONSTRUCTION JOINTS
CONT. 2x4 KEY CENTERED
ON WALL
CORNER BARS TO MATCH
HORIZ. REINFORCEMENT
SIZE AND SPACING
0"
TYP.
NOTE A
2ND POUR1ST POUR
PROVIDE 1" V-GROOVE
ON EXPOSED FACE OF
WALL, FILL W/ JOINT
SEALANT IF REQUIRED
DOWELS TO MATCH HORIZ.
REINFORCEMENT SIZE AND
SPACING
PROVIDE T/10 V-GROOVE
EACH FACE OF WALL, FILL
W/ JOINT SEALANT IF
REQUIRED T6"
(2) BARS TO MATCH VERT.
REINFORCEMENT SIZE
NOTE A
TYP.
NOTE A
TYP.
NOTE A
TYP.
CONTROL JOINTPIERS CONSTRUCTION JOINT
INTERSECTIONCORNER ENDSEEPLANT/4(1"MIN)TT/4(1"MIN)6"
6"6"SEEPLAN1'-0"
MIN.
REFER TO
GEOTECH.
REPORT OR 6" MIN.
VAPOR RETARDER, SEE ARCH
DRAWINGS
CONT. CHAIR AT 3'-0" o.c. MAX.
TO MAINTAIN REINF. AT ELEV.
SHOWN
GRANULAR SUB-BASE
NATURAL
UNDISTURBED
SOIL OR COMPACTED
CONTROLLED FILL
WWF, SEE PLAN
STOP REINF. SHORT
EA. SIDE OF JOINT
NOTES:
1. SEE PLAN FOR
JOINT LOCATIONS.
2. CUT JOINT UP TO
12 HOURS AFTER
CONC. IS POURED
PER ACI 301.
STOP REINF. SHORT
EA. SIDE OF JOINT
1/4" PREMOLDED TONGUE
AND GROOVE JOINT
2ND POUR1ST POUR
NOTE:
JOINTS ARE TO BE
USED WHEN CONC.
OPERATIONS ARE TO
BE INTERRUPTED.
WRAP WWF AROUND CONT. #4
NOSING BAR, EDGE W/1/4"
RADIUS TOOL
2
1
1"1:3 SLOPE
(TYP.)EQ. EQ.
"D"/4
2'-0" TYP."D""D"36D MAX C.J. SPACING
6"
VAPOR BARRIER
TYPICAL SLAB-ON-GRADE DETAIL
TYPICAL CONTROL JOINT DETAIL TYPICAL CONSTRUCTION JOINT DETAIL
TYPICAL STEPPED SLAB DETAIL
SAWCUT 1/8" WIDE x 1/4 SLAB
THICKNESS. WHERE LEFT EXPOSED,
PROVIDE WIDER JOINTS AND FILL W/
JOINT FILLER MATERIAL
1/2" DIA. x 4'-0" LG. GREASED/
SMOOTH BAR AT 12"O.C.
TYP. (OR DIAMOND DOWEL
SYSTEM)12"TYP.12"TYP.AT OPENINGS. 8" OR GREATER
PROVIDE SCH. 40 STEEL PIPE
SLEEVE 2" LARGER THAN
UTILITY LINE.
CHAMFER EDGES
(TYP.)
2-ADD'L. #5
TOP OF WALL
2-#5x2'-6"LG.
(ONE EA. FACE)
(TYP)TYP
24".
TYP.
24".
1/2" PREMOLDED JOINT
FILLER WITH SEALANT
PROVIDE DIAMOND
SHAPE FORM AND
FILL W/ CONC.
AFTER COLUMN IS
INSTALLED
TYP. SAWCUT CONTROL JOINT
AT COLUMN LINES AND AS
SHOWN ON FOUNDATION PLAN
COLUMN
STL. BASE PLATE
CONC. PIER BELOW
COL
COL
NOTE:
* INDICATES COORDINATE BLOCK OUT SIZE WITH COLUMN BASE PLATE AT
BRACED FRAME LOCATIONS TO ALLOW FOR PROPER FIELD WELDING
CLEARANCE OF RACES TO GUSSET PLATES.TYP.3" MIN.*NOTES:
1. THIS DETAIL APPLIES AT ALL OPENING 12"x12" AND LARGER, DETAIL
IS SIMILAR AT CIRCULAR OPENINGS 12" DIA. AND LARGER.
2. COORDINATE ALL OPENING SIZES AND LOCATIONS WITH
ARCHITECTURAL AND MEP DRAWINGS.2'-0"MIN.(2) ADDT'L. #4
DIAGONAL BARS EA.
SIDE OF OPNG.
OPEN
3"
(TYP.
)
CLASS B
SPLICE LENGTH
(24" MIN.)
(2) ADDT'L. REINFORCING BARSMATCHING SLAB/ WALL
REINFORCEMENT
EA. SIDE OF OPNG.
(MINIMUM #5 OR LARGER U.N.O.)DW
1/2"*
FORM GROOVE W/
REMOVABLE JOINT
FORMER
SIKAFLEX 1A OR
POLYSULFIDE JOINT
W/ TOOLED SURFACE
BACKING ROD
(NON-ABSORBANT)
CONC. SLAB CONC. WALL SLAB
OR EQUIP. FDN.
PREMOLDED EXP.JOINT MAT'L.
BACKING ROD
(NON-ABSORBANT)
SEALANT
SLAB ISOLATION JOINTSEALANT GROOVE
EQUIP. FND. ISOLATION JOINT
EXTERIOR ISOLATION JOINT
INTERIOR ISOLATION JOINT
JOINT SEALER LOCATION
CONTROL JOINT
1/2"1/2"
1/2"3/4"
1/21"
1/4"1/4"
DW
* 1/2" AT INTERIOR JTS.
3/4" AT EXTERIOR JTS.
1" AT EQUIPMENT FDNS.
SHAFT WALL,SEE ARCH. DWGS.
11/2" CLR.,
TYP.1'-0"3"CLR.6" 10" COORDINATE W/ ELEV. MANUFACTURER AND ARCH. DWGS. 10" 6"2"CLR.CONC. SLAB, SEE PLAN
IF REQ'D., PROVIDE BLOCK
OUT FOR ELEV. PISTON
SLEEVE, INFILL W/ CONC.
AFTER SLEEVE
INSTALLATION, COORD. W/
ELEV. SUPPLIER CONT. BENTONITE
WATERSTOP
STRIP
IF BLOCK OUT REQ'D, PROVIDE
(2)-#5 AND CONT. WATERSTOP
W/ 2x4 VERT. KEY AROUND
BLOCK OUT TOP AND BOT.
NOTE:
SEE ARCH. DWGS. FOR
WATERPROOFING REQUIREMENTS AND
SPECIFICATIONS OF CONC. WALLS.
AT DOOR SILL,3/8" THICK MIN. W/ 4" VERT. LEG
STL. ANGLE, CONNECT W/ HILTI KWIK BOLT 3
EXPANSION ANCHORS EMBEDDED 31/2" MIN.
AT 2'-0" o.c.**NOTE:
* DENOTES COORDINATE W/ ELEV. SUPPLIER.
SUMP PIT, COORD. SIZE
AND LOCATION W/ ELEV.
SUPPLIER. TURN DOWN
REINFORCEMENT AT PIT
6" MIN.
NOTE:
SEE 1/S2.3 FOR INFORMATION NOT
REPEATED HERE
#3
#4
#5
#6
#7
#8
#3
#4
#5
#6
#7
#8
TYPICAL REINFORCING BAR
TENSION LAP LENGHTS
SIZE SIZELAP LENGTH LAP LENGTH
17"
23"
29"
34"
62"
71"
22"
30"
37"
44"
81"
93"
LAP LENGTHS ARE CLASS B FOR UNCOATED BARS IN 3,000PSI NORMAL WEIGHT
CONCRETE WITH CLEAR SPACING BETWEEN LAPS OF (2) BAR DIAMETERS
HORIZONTAL REINFORCING IN WALLS, AT TOP
OF FOOTINGS 12" THICK OR GREATER AND ALL
OTHER BARS WHERE 12" OF CONCRETE WILL
BE CAST BELOW THE BAR
OTHER BARS
COLUMN FOOTING SEE
SCHEDULE FOR SIZE
AND REINFORCING
HOOKED DOWEL PROVIDE
CLASS B SPLICE
VERT PIER REINF SEE
PIER SCHEDULE FOR
SIZE AND QUANTITY
PIER TIE REINF (TRIPLE
T&B) SEE PIER SCHEDULE
FOR SIZE AND SPACING
CONC. WALL AND
FOOTING BEYOND
WALL AND STRIP
FOOTING REINF.
CONT AT PIER
#4 AT 18"o.c.
TYP. FOUNDATION WALL
EXTERIOR SLAB
PREMOLDED JOINT
FILLER UNDER THRESHOLD
#4 AT 9"o.c.
EXTERIOR SLAB ON GRADE
#4 AT 9"o.c.
FOUNDATION WALL
SEE DETAILS
PREMOLDED JOINT
FILLER
2
1
SLOPE
2
1
AT GLAZED CURTAN WALLS
AT EXT DOORS8", TYP.8", TYP.SEE MEP DWGS. FOR PIPESIZE, LOCATION, AND
ELEVATION
CAST-IN-PLACE PIPE SLEEVE OR
FORMED OPNG. SPACED 3x PIPE
DIAMETER CLEAR APART W/ 2"
COMPRESSIBLE FILLER AROUND
PIPE
STEP FTG. DN. OR FILLAROUND PIPE W/ LEAN
CONC. EXTENDING 2'-0"
EA. SIDE OF PIPE 4"MIN.3'-0"MAX.6"MIN.6"MIN.B/FTG. EL.
SEE PLAN
6"
TYP.
6"
TYP.3" MIN. CLR.2"MIN. CLR.(1) #4x2'-0" LONG BARS AT
INTERIOR CORNERS
(2) #4x4'-0" LONG BARS
AT RE-ENTRANT
CORNERS
INTERIOR
EXTERIOR
EXTERIOR
INTERIOR
SEE PLAN FOR BOT.
OF FTG. ELEV.
1
1 BENT BARS SHALL MATCH
FTG. REINFORCEMENT
#5 BAR EACH FACE AT
BASE OF WALL OVER
FOOTING STEP
H2'-0"MAX.2'-0" MIN.2H MIN.
2'-0" MIN.TT
TYP.3"CLR.2 '-0 "
M IN .C.L. STUD WALL/ HAUNCH
C.L. STUD WALL/
HAUNCH (2)-#5 CONT., TOP AND
BOT., #5 AT 18"o.c.
MAX. IN BETWEEN
#5 DOWEL AT 18" o.c.
CONC. SLAB ON
GRADE, SEE PLAN FOR
SIZE AND REINF.
INT. BRG. WALL, SEE PLAN
AT INTERIOR LGM STUD
BEARING/ SHEAR WALL
HAUNCHED SLAB ALTERNATE AT
CONTRACTOR'S OPTION
1
1
INT. BRG. WALL, SEE PLAN
3'-0" , U.O.N. AS 4'-0" ON PLAN 3'-0" , U.O.N. AS 4'-0" ON PLAN 1'-0"U.O.N.1'-0"U.O.N.1'-0"(3)-#5 CONT., (4)-#5 CONT. AT
4'-0" WIDE HAUNCHED SLAB
(3)-#5 CONT., (4)-#5 CONT.
AT 4'-0" WIDE FTG.
1/2" PREMOLDED
JOINT FILLER
3" CLR.CONC. SLAB ON
GRADE, SEE PLAN FOR
SIZE AND REINF.
EQ.EQ.
1'-2"
4" 4"3"MIN.FLOOR BEAM
(SEE PLAN)3"DOUBLE ANGLE
CONN. W/LONG
HORZ. SLOTS
EMBED. PLATE AT EA. BEAM
(1/2" THICK UP TO W14, 3/4"
THICK UP TO W24)4"MIN.2"MIN.HEADED STUDS
5"
STUD SIZEMAX. BEAM SIZE
BEAM STUD SCHEDULE
3 (6 TOTAL)3/4"DIA.x5"W10 AND W12
4 (8 TOTAL)W14
# OF ROWS
(# OF STUDS)
5 (10 TOTAL)W16 AND W18
7 (14 TOTAL)W21 AND W24
3/4"DIA.x5"
3/4"DIA.x5"
3/4"DIA.x5"PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
3/4" = 1'-0"S2.1
RV PES
31481.00
TYPICAL
FOUNDATION
DETAILS AND
SCHEDULES 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00N.T.S.1 TYPICAL CONCRETE WALL DETAILS
N.T.S.2 TYPICAL SLAB ON GRADE DETAILS
N.T.S.3 TYPICAL BREAKS IN CONCRETE WALL DETAIL
N.T.S.4 TYPICAL COLUMN ISOLATION JOINT DETAIL
N.T.S.5 TYPICAL CONCRETE SLAB/ WALL PENETRATION DETAIL
N.T.S.6 TYPICAL JOINT FILLER DETAILS
N.T.S.7 TYPICAL ELEVATOR PIT DETAIL
N.T.S.8 TYPICAL LAP LENGTH SCHEDULE
3/4" = 1'-0"9 TYPICAL PIER AT FOOTING DETAIL
N.T.S.10 TYPICAL OVER-POUR DETAILS
N.T.S.11 TYPICAL PIPE SLEEVE AT FOUNDATION WALL
N.T.S.12 TYPICAL PIPE/ CONDUIT IN SLAB DETAIL
N.T.S.13 TYPICAL SLAB ON GRADE CORNER DETAILS
N.T.S.14 TYPICAL STEPPED FOOTING DETAIL
N.T.S.15 TYPICAL INTERIOR BRG. WALL HAUNCHED SLAB DETAIL
3/4" = 1'-0"16 TYPICAL EMBEDDED PLATE DETAIL
BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
5 1/2"4 1/2"
(5)-#5 CONT.
CONC. SLAB ON GRADE,
SEE PLAN
(2)-#5 TOP AND BOT. CONT.
#5x3'-0" TALL x FULL WIDTH
AT 18"o.c. DWL.
FINISHED GRADE,
SEE SITE DWGS.
#5 AT 18"o.c. EACH FACE CONT.
#7 AT 18"o.c. VERT.
#4 x 2'-0" x 2'-0" AT 18"o.c. DWL.
FLOOR SLAB, SEE PLAN
EPICORE MSR DECK, ATTACH
TO FDN. WALL AT 8"o.c. AND
PROVIDE 1 1/2" MIN. BRG.
EXTERIOR MSR WALL,
SEE ARCH. DWGS.
4'-6"
1'-10"10"1'-10"
1/2" PREMOLDED
JOINT FILLER
RIGID INSULATION,
SEE ARCH. DWGS.
2 1
8"
#5 AT 18"o.c. VERT.HAUNCH1'-0" MAX.RIGID INSULATION,
SEE ARCH. DWGS.
BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
4'-6"
1'-10"10"1'-10"1'-0"5 1/2"4 1/2"
(4)-#5 CONT.
CONC. SLAB ON GRADE,
SEE PLAN
(2)-#5 TOP AND BOT. CONT.
#5 x 1'-0" WIDE x 3'-0" TALL
AT 18"o.c. DWL.
FINISHED GRADE,
SEE SITE DWGS.
#5 AT 18"o.c. CONT.
#7 AT 18"o.c. VERT., U.O.N.
ON PLAN AS #7 AT 9"o.c.
#4 x 2'-0" x 2'-0" AT 18"o.c. DWL.
FLOOR SLAB, SEE PLAN
EPICORE MSR DECK, ATTACH
TO FDN. WALL AT 8"o.c. AND
PROVIDE 1 1/2" MIN. BRG.
EXTERIOR MSR WALL,
SEE ARCH. DWGS.
0" TYP.
#5 AT 18"o.c. VERT.
1/2" PRE-MOLDED JOINT
FILLER
#5 AT 12" o.c. HORIZ.
2 1
8"
RIGID INSULATION, SEE
ARCH. DWGS.
RIGID INSULATION,
SEE ARCH. DWGS.HAUNCH1'-0" MAX.BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
8'-6"
3'-8"1'-2"3'-8"1'-4"5 1/2"8 1/2"8"2
1
(6)-#5 TOP CONT.,
(4)-#5 BOT. CONT.,
(10)-#5 TOTAL
EXTERIOR CONCRETE SLAB
ON GRADE, SEE SITE
DWGS. FOR ELEVATION
#5 AT 18"o.c. CONT.
#5 AT 18"o.c. VERT.
CONC. SLAB ON GRADE,
SEE PLANEXTERIOR MSR WALL,
SEE ARCH. DWGS.
#5 AT 9"o.c. HORIZ.
#8 x FULL WIDTH x 7'-6"
TALL AT 9" o.c. DWL.
0" TYP.
#6 AT 10"o.c. VERT.
#4 x 2'-0" x 2'-0" AT
18"o.c. DWL.
BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
4'-4"10"1'-10"
7'-0"
#5 AT 9"o.c. HORIZ.
(4)-#5 TOP CONT.,
(4)-#5 BOT. CONT.,(8)-#5 TOTAL
CONC. SLAB ON
GRADE, SEE PLAN
0" TYP.
(2)-#5 TOP AND
BOT. CONT.
5 1/2"4 1/2"
EXTERIOR MSR WALL,
SEE ARCH. DWGS.1'-4"#4 x 2'-0" x 2'-0" AT 18"o.c. DWL.
FLOOR SLAB, SEE PLAN
EPICORE MSR DECK, ATTACH
TO FDN. WALL AT 8"o.c. AND
PROVIDE 1 1/2" MIN. BRG.
FINISHED GRADE,
SEE SITE DWGS.
#5 AT 18"o.c. VERT.
#5 AT 18"o.c. EACH
FACE CONT.
#7 x FULL WIDTH x 5'-0"
TALL AT 9" o.c. DWL.
2 1
8"
RIGID INSULATION, SEE
ARCH. DWGS.
1/2" PREMOLDED
JOINT FILLER
HAUNCH1'-0" MAX.RIGID INSULATION,
SEE ARCH. DWGS.
FIRST FLOOR0' - 0"
#4 x 2'-0" x 2'-0" AT 18"o.c. DWL.
EPICORE MSR DECK, ATTACH
TO FDN. WALL AT 8"o.c. AND
PROVIDE 1 1/2" MIN. BRG.
0" TYP.
SEE 2/S2.2 OR 3/S2.2 FOR
FDN. WALL, FDN. WALL FTG.,
AND SLAB ON GRADE INFO.
NOT REPEATED HERE.
CONC. SLAB ON GRADE,
SEE PLAN
6"6"
SEE ARCH. DWGS. FOR
RIGID INSULATION NOT
SHOWN HERE.
FIRST FLOOR0' - 0"8"6"
5 1/2"2 1/2"
2 1
1'-2"8"1'-2"
3'-0"1'-0"(3)-#5 BARS CONT.
EXTERIOR MSR WALL,
SEE ARCH. DWGS.
FINISHED GRADE,
SEE SITE DWGS.
(2)-#5 TOP AND BOT. CONT.
#5x3'-0" TALL x FULL WIDTH
AT 18"o.c. DWL
#5 AT 18"o.c. CONT.
#5 AT 18"o.c.
CONC. SLAB ON GRADE,
SEE PLAN
FROST PROTECTIONMIN. 4'-6"RIGID INSULATION,
SEE ARCH.
FIRST FLOOR
0' - 0"
CONC. SLAB ON GRADE,
SEE PLAN
INT. LIGHT GAUGE STUD
BRG. WALL, SEE PLAN, TYP.
CONC. FTG., SEE PLAN
AND FTG. SCHED. FOR
SIZE AND REINF.
SEE "CONTRACTOR'S
OPTION" ON 15/S2.1 FOR FDN.
WALL AND FTG. SIZE AND
REINF.
SEE "CONTRACTOR'S
OPTION" ON 15/S2.1 FOR
FDN. WALL SIZE AND REINF.
BOT. OF FTG. EL. TO MATCH
BOT. OF ADJACENT FTG. EL.
1/2" PRE-MOLDED JOINT
FILLER, TYP.PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
3/4" = 1'-0"S2.2
RV PES
31481.00
FOUNDATION
SECTIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 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"1 SECTION
3/4" = 1'-0"7 SECTION
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR
0' - 0"
7
S2.1
_______2
S2.3
_______1'-0"1'-0"6"10"8'-4" , COORD. W/ ARCH. DWGS. AND FINAL SELECTED ELEV. SPECS 10"6"
11'-0" , COORD. W/ ARCH. DWGS. AND FINAL SELECTED ELEV. SPECS
8'-8", COORD. W/ ARCH. DWGS. AND FINAL SELECTED ELEV. SPECS
5'-0"5'-0"1'-0"0" TYP.
CONC. SLAB ON GRADE,
SEE PLAN
#5 x2'-0" x2'-0" AT
18"o.c. DWL., TYP.
#5 NOSING BAR
CONT., TYP.
CONT. BENTONITE
WATERSTOP STRIP, TYP.
#5 x FULL HEIGHT x 1'-0"
AT 12"o.c. DWL.
#5 AT 18"o.c. VERT.
#5 AT 18"o.c. EACH
FACE, CONT.
#5 AT 12" o.c. TOP HORIZ.
#5 AT 9" o.c. BOT. HORIZ.
#5 AT 12" o.c. TOP
AND BOT. CONT.
#7 xFULL HEIGHT x2'-0"
AT 9" o.c. DWL.
#5 AT 9" o.c. VERT.
#5 AT 12" o.c. EACH
FACE CONT.
NOTE, SEE SECTION 2/S2.2
FOR FDN. WALL AND FTG.
REINF. AND INFO. NOT
REPEATED HERE.8"#5 x2'-6" x2'-6" AT
12"o.c. DWL.
#5 AT 12" o.c. TOP
AND BOT. HORIZ.
#5 AT 12" o.c. TOP
AND BOT. CONT.
SEE "TYPICAL INTERIORBRG. WALL HAUNCHED SLAB
DETAIL" FOR REINF. AND SIZE
LOAD-BEARING METAL
STUD PANEL WALL
ELEVATOR SHAFT WALL,
SEE ARCH. DWGS.
DUCT SHAFT WALL, SEE
ARCH. DWGS.
ELEVATOR SHAFT WALL,
SEE ARCH. DWGS.
CONT. 2x4 KEYWAY
0" TYP.3'-0"PROVIDE DWLS. MATCHING
VERT. REINF. IN 2/S2.2
4"
#5 AT 18"o.c. HORIZ.
(3)-#5 CONT. EA. SIDE
OF GUARD RAIL, SEE
ARCH. DWGS. FOR
GUARD RAIL LOCATION
GUARD RAIL BY OTHERS,
SEE ARCH. DWGS.
HSS BM. ALIGNED WITH
ELEV. RAIL POST (NOT
SHOWN), SEE PLAN
HSS BM. ALIGNED WITH
ELEV. RAIL POST (NOT
SHOWN), SEE PLAN
COMPACTED
GRANULAR FILL
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR
0' - 0"
7"10"7"
2'-0"2'-0"
7"10"7"
AND FINAL SELECTED ELEV. SPECS
7'-1" COORD. W/ ARCH. DWGS.5'-0"0" TYP.
#5 AT 18" o.c. VERT., TYP.
#5 xFULL HEIGHT x FULL
WIDTH AT 12" o.c. DWL., TYP.
#5 AT 12" o.c. EACH
FACE CONT., TYP.
#5 x2'-0" x2'-0" AT 18" o.c.
DWL., TYP.
#5 AT 12" o.c. TOP
AND BOT. HORIZ.
#5 AT 12" o.c. TOP
AND BOT. CONT.
ELEVATOR SHAFT WALLS,
SEE ARCH. DWGS., TYP.TYP.1'-0"(3)-#5 CONT., TYP.
1/2" PREMOLDED JOINT
FILLER, TYP.
CONC. SLAB ON GRADE,
SEE PLAN FOR SIZE, TYP.HAUNCH, TYP.1'-0" MAX.COMPACTED
GRANULAR FILL
BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
EXTERIOR MSR WALL,
SEE ARCH. DWGS.
CONC. SLAB ON GRADE,
SEE PLAN
(2)-#5 TOP AND BOT. CONT.
#4 x 2'-0" x 2'-0" AT 18"o.c. DWL.
FLOOR SLAB, SEE PLAN
EPICORE MSR DECK, ATTACH
TO FDN. WALL AT 8"o.c. AND
PROVIDE 1 1/2" MIN. BRG.
#5 AT 18"o.c. EACH FACE VERT.
RIGID INSULATION,
SEE ARCH. DWGS.
EXTERIOR CONCRETE SLAB
ON GRADE, SEE SITE
DWGS. FOR ELEVATION
#5 AT 18"o.c. EACH FACE CONT.
RIGID INSULATION,
SEE ARCH. DWGS.
FDN. WALL FTG., SEE PLANFOR SIZE AND FTG. SCHED.
FOR REINF.PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
3/4" = 1'-0"S2.3
RV PES
31481.00
FOUNDATION
SECTIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 3/4" = 1'-0"1 SECTION
3/4" = 1'-0"2 SECTION
3/4" = 1'-0"3 SECTION
8"
2'-0"MATCH BLDG. WALLS1'-0"COMPACTED FILL3/4"CLR.6"1'-0"8"
EXTERIOR SLAB
(SEE SITE PLAN)
#5 HOOKED
DOWELS AT
12"O.C.
#5 BARS (VERT.)
AT 12"O.C.
CONCRETE WALL
#4 BARS (HORZ.)
AT 16"O.C.
CHEEK WALL/ FDN.
WALL EITHER SIDE
(2) #5 CONT.
(2) #5 T&B CONT.
(2) #5 CONT.
(2) #5 T&B CONT.
BEND ALT. BARS
#5 AT 12"O.C.
#4 AT 12"O.C.
CONT. #4 NOSING
BAR (TYP.)
CONT. 2x4 KEY
EXTERIOR SLAB
(SEE SITE PLAN)
2'-0"
T/SLAB
NOTE:
SEE ARCH. DWGS. FOR STAIR
DIMENSIONS, PROFILE, NUMBER
OF TREADS AND RISERS.
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR
0' - 0"SEE ARCH. DWGS.VARIES6"6"6"SEE ARCH. DWGS.VARIESSEE ARCH. DWGS.VARIES1'-0"1'-4"4"10"
TYP.
1'-0"8" TYP.1'-2"
20'-4"
10"4"
10"
10"3" CLR.#7 AT 12" o.c.
TOP AND BOT.
#5 AT 12" o.c.
TOP AND BOT.
3/4" CHAMFER TYP.SEE ARCH. DWGS.VARIES2" CLR.3'-0" MIN.U.O.N.3'-6" TYP.0" TYP.0" TYP.
#8 AT 12" o.c. DWL.
U.O.N.
2'-0" TYP.
#5 AT 18" o.c. VERT.
#8 AT 8" o.c. VERT.
#5 AT 18" o.c.
EACH FACE CONT.
(3)-#5 AT 3" o.c. EACH
FACE CONT., TYP.
RAIL SYSTEM BY
OTHERS, TYP.
#5 AT 16" o.c. DWL.
#5 AT 16" o.c.
EACH FACE VERT.
#5 AT 18" o.c.
EACH FACE CONT.
EXT., SLOPING CONC.
SLAB ON GRADE RAMP,
SEE PLAN, TYP.
#5 AT 16" o.c. DWL.
#5 AT 16" o.c.
EACH FACE VERT.
#5 AT 18" o.c.
EACH FACE CONT.
#8 AT 18" o.c. DWL.
#5 AT 18" o.c. VERT.
#5 AT 18" o.c. VERT.
#5 AT 18" o.c.
EACH FACE CONT.
FINISHED GRADE,
SEE SITE DWGS.
CONTROLLED FILL
CONTROLLED FILL
CONTROLLED FILL
CONTROLLED FILL
FROST PROTECTIONMIN. 4'-6"1'-2"1'-0"
4" TYP.
#5 x 2'-0" x 2'-0" AT
18" o.c. DWL. TYP.
AT RAMP SLAB NOTE: BACK-FILL IN
EVEN LIFTS BETWEEN
ALL RAMP WALLS.
PROVIDE DRAINS AS
REQ'D AT BOTTOM OF
RAMP FDN. WALL, TYP.
PROVIDE CRUSHED
STONE AS REQ'D ON
TOP OF FTG., TYP.
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR
0' - 0"
10"4"
#8 AT 8" o.c. DWL.
#5 AT 18" o.c. VERT.
#8 AT 12" o.c. VERT.
#5 AT 18" o.c.
EACH FACE CONT.3'-0" MIN.#5 AT 18" o.c. VERT.
SEE SECTION 2/S2.4 FOR
INFORMATION NOT
REPEATED HERE.
1'-0"1'-2"
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR
0' - 0"
1'-0"10"1'-0"
2'-10"1'-4"2'-0"1'-0"
FINISHED GRADE,
SEE SITE DWGS.
SEE SECTION 2/S2.4 FOR
INFORMATION NOT
REPEATED HERE.
#7 AT 12" o.c. CONT.
#5 AT 18" o.c. CONT.
#5 AT 18" o.c. E.F. VERT.
#5 AT 12" o.c. DWL.
(3)-#5 BOT. CONT.
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR0' - 0"
1'-0"1'-2"5'-6"1'-2"
FINISHED GRADE,
SEE SITE DWGS.4'-6"3" CLR.2" CLR.1'-4"#8 AT 16" o.c. VERT.
#8 x 6'-6" TALL x 2'-0"
WIDE AT 8" o.c. DWL.
#5 AT 18" o.c. DWL.
#5 AT 16" o.c. VERT.
4"10"10"4"
EXT., SLOPING CONC.
SLAB ON GRADE RAMP,
SEE PLAN, TYP.
(3)-#5 AT 3" o.c. EACH
FACE CONT., TYP.
RAIL SYSTEM BY
OTHERS, TYP.0" TYP.0" TYP.
#5 AT 18" o.c. EACH
FACE VERT.
#5 x 4'-0" TALL x 1'-0"
WIDE AT 18" o.c. DWL.
#5 AT 18" o.c. DWL.
#7 AT 12" o.c. DWL.
EXT. CONC. STEPS,
SEE TYP. STAIR ON
GRADE DETAIL
#5 x 2'-6" WIDE x 1'-6"
TALL DWL. AT EACH
END OF CONC. STEP
#5 NOSING BAR AT
EACH CONC. STEP
#5 x 2'-0" x 2'-0" AT 18" o.c.
DWL. TYP. AT RAMP SLAB PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
3/4" = 1'-0"S2.4
RV PES
31481.00
FOUNDATION
SECTIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00N.T.S.1 TYPICAL STAIR ON GRADE DETAIL
3/4" = 1'-0"2 SECTION
3/4" = 1'-0"3 SECTION
3/4" = 1'-0"4 SECTION
3/4" = 1'-0"5 SECTION
BASEMENT
FLOOR
BASEMENT
FLOOR
-11' - 0"-11' - 0"
FIRST FLOOR FIRST FLOOR
0' - 0"0' - 0"
SECOND
FLOOR
SECOND
FLOOR
11' - 0"11' - 0"
THIRD FLOOR THIRD FLOOR
22' - 0"22' - 0"
ROOF ROOF
33' - 0"33' - 0"
Column
Locations A-14 B-4 B-7 B-8 B-11 B-14 B-16 B-17 B-21 B-23 C-1 C-2 C-3 C-6 C-8 C-10 C-12 C-18 C-24 C-26 C-27 D-13 E-20 F-1 F-2 F-26 F-27 G-12 G-24 G-25 H-19 H-22
BASEMENT
FLOOR
BASEMENT
FLOOR
-11' - 0"-11' - 0"
FIRST FLOOR FIRST FLOOR
0' - 0"0' - 0"
SECOND
FLOOR
SECOND
FLOOR
11' - 0"11' - 0"
THIRD FLOOR THIRD FLOOR
22' - 0"22' - 0"
ROOF ROOF
33' - 0"33' - 0"
Column
Locations J-12 K-12 L-19 L-22 M-5 M-12 N-5 N-12 P-11 P-15HSS5x5x1/4HSS6x6x1/4HSS6x6x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS8x6x1/2HSS8x6x1/2HSS6x6x1/2HSS6x6x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x1/2HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS5x5x1/4HSS6x6x3/8HSS6x6x3/8HSS6x6x5/8HSS6x6x5/8HSS6x6x1/2HSS6x6x3/8HSS6x6x1/2HSS6x6x3/8HSS6x6x3/16HSS6x6x1/4HSS6x6x1/4HSS6x6x5/16HSS6x6x5/16HSS5x5x1/4HSS6x6x5/16HSS6x6x1/2HSS6x6x3/8HSS6x6x3/8HSS5x5x1/4HSS5x5x1/4-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 6"
-11' - 11"
-0' - 6"
-11' - 11"
-0' - 11"-0' - 11"-0' - 11"-0' - 11"
-11' - 11"
-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"-0' - 11"
-11' - 11"
-11' - 11"-11' - 11"
-1' - 11"
-11' - 11"
-1' - 11"
-11' - 11"-11' - 11"-11' - 11"
SEE ARCH.
DWGS FOR
T/PIER EL.INDICATES B/ BASE
PLATE EL. TYP.
SEE ARCH.
DWGS FOR
T/PIER EL.
T/ COL. EL. =
8'-7 3/4",
COORD. W/
ARCH.
DWGS.
T/ COL. EL. =
8'-7 3/4",
COORD. W/
ARCH.
DWGS.
COL
COL
1'-6"9"9"1'-6"
9"9"
SEE PIER SCHEDULE
FOR REINF. INFO.
T/ PIER EL. = -1'-0"
FROM T/ SLAB EL.,
U.O.N.
COL
COL
1'-6"9 1/2"8 1/2"1'-6"
9"9"
SEE PIER SCHEDULE
FOR REINF. INFO.
EXT. FACE OF
FDN. WALLTYP.2" CLR.(3)-#3 TIES (AROUND
INTERMEDIATE BARS)
AT 2" o.c. TOP ONLY
T/ PIER EL. = -1'-0"
FROM T/ SLAB EL.,
U.O.N.0" TYP.COL
COL
3'-2"1'-9"8 1/2"8 1/2"1'-5"1'-9"
8 1/2"8 1/2"
#3 TIES AT 10" o.c.,
TRIPLE TIES AT 2"o.c.
TOP & BOT.
(20)-#8 VERT.
SEE ARCH. DWGS.
FOR T/ PIER EL.
COL
COL
3'-2"8 1/2"2'-5 1/2"1'-5"
8 1/2"8 1/2"
SEE PIER SCHEDULE
FOR REINF. INFO.
SEE ARCH. DWGS.
FOR T/ PIER EL.1"SEE DETAILEMBEDMENTCOL
VARIES 1/4" STEEL LEVELING
PLATE
3/4" NON-SHRINK
GROUT
HEADED ANCHOR
BOLT, TYP.
CENTERLINE OF
STEEL COLUMN
T/ CONC. PIER/ FTG.
COL
COL
6"6"
1'-0"6"6"1'-0"1 1/2" TYP.
3/4" BASE PLATE
STL. COL., SEE
COL. SCHED.
(4)-3/4" DIA. F1554
36 KSI ANCHOR BOLTS
W/ 9" EMBED.
5/16"
COL
COL
6 3/4"6 3/4"
1'-1 1/2"6 3/4"6 3/4"1'-1 1/2"1 1/2" BASE PLATE
STL. COL., SEE
COL. SCHED.
(8)-1 1/4" DIA. F1554
55 KSI ANCHOR BOLTS
W/ 18" EMBED.
3/8"
2" TYP.4 3/4" TYP.
COL
COL
1'-10" N.T.S.EQEQ1'-10" N.T.S.
EQ EQ
SEE PIER SCHEDULE
FOR REINF. INFO.
(3)-#3 TIES (AROUND
INTERMEDIATE BARS)
AT 2" o.c. TOP ONLY
T/ PIER EL. = -1'-0"
FROM T/ SLAB EL.,
U.O.N.0" TYP.TYP.2" CLR.PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS3.1
RV PES
31481.00
STEEL COLUMN
SCHEDULE, PIER
DETAILS, AND
BASEPLATE
DETAILS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00N.T.S.1 P1
N.T.S.2 P1A
N.T.S.4 P2
N.T.S.5 P3
1 1/2" = 1'-0"6 TYPICAL BASEPLATE SECTION
N.T.S.7 TYPE A
N.T.S.8 TYPE B
N.T.S.3 P1B
Base Plate
Type
TYPE B TYPE B TYPE B TYPE BTYPE A TYPE A TYPE A TYPE A TYPE A TYPE A
Base Plate
Type
TYPE B --------TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE BTYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE ATYPE ATYPE ATYPE A
ROOF
33' - 0"8" MIN.NOTE: SEE ARCH. DWGS.
FOR ROOFING AND
INSULATION.DWGS.SEE ARCH.DWGS.
SEE ARCH.
EPIC WIDECK, SEE PLAN,
ATTACH DECK TO
SUPPORT AT 12" o.c.EXTERIOR MSR WALL,
SEE ARCH. DWGS.
PRE-FABRICATED COLD-FORMED
METAL TRUSSES AT 2'-0" o.c. MAX.
CONN. DESIGN BY OTHERS
CONT. L5x5x1/2
3/16"
3/16"
ROOF33' - 0"
NOTE: SEE ARCH. DWGS. FOR
ROOFING AND INSULATION.
PRE-FABRICATED COLD FORMED
METAL TRUSSES AT 2'-0" o.c. MAX.,
SEE ARCH. DWGS. PROFILE
EPIC WIDECK, SEE PLAN
EXTERIOR MSR WALL,
SEE ARCH. DWGS.
CONT. L4x3x1/4 (LLH)
3/16"
3/16"
CONN. DESIGN BY OTHERS
DWGS.
SEE ARCH.DWGS.SEE ARCH.ROOF33' - 0"8" MIN.NOTE: SEE ARCH. DWGS.
FOR ROOFING AND
INSULATION.
EPIC WIDECK, SEE PLAN
PRE-FABRICATED COLD-FORMED
METAL TRUSSES AT 2'-0" o.c. MAX.
STL. BM., SEE PLAN,
PROVIDE COPED ENDS
TO SIT ON BRG. WALL
AND COORD. W/ WALL
PANEL MANUFACTURER
DESIGN OF CONN. BY OTHERS
L2x2x1/4, TYP.
AT COPED ENDS
ROOF33' - 0"
CONT. 16 GA. CLOSURE
EPIC WIDECK, SEE PLAN,
ATTACH DECK TO SUPPORT
AT 12" o.c.EXTERIOR WALL PANEL
CONT. PARAPET, SEE
ARCH. DWGS., CONN.
DESIGN BY OTHERS
NOTE: SEE ARCH. DWGS.
FOR ROOFING AND
INSULATION.
BEARING (TYP. U.O.N.)
MIN. 4" EPIC WIDECK
ROOF33' - 0"
EPIC WIDECK, SEE PLAN,
ATTACH DECK TO
SUPPORTS AT 12" o.c.EXTERIOR WALL PANELS
NOTE: SEE ARCH. DWGS.
FOR ROOFING AND
INSULATION.
CONT. PARAPET, SEE
ARCH. DWGS., CONN.
DESIGN BY OTHERS
CONT. L4x3x1/4 (LLH)
3/16"
3/16"
ROOF
33' - 0"
HSS6x6x3/8 BRG. (TYP. U.O.N.)
4" MIN. EPIC WIDECK
3/4" THICK x 1'-3" WIDE
STL. PLATE CENTERED
ON STL. BM.1/4" 3-12
1/4" 3-12
CONT. 18" WIDE x 18 GA.
VALLEY PLATE, FASTEN
TO DECK AT 12" o.c.
ROOF
33' - 0"
PROVIDE CONT. 18 GA.
VALLEY PLATE AS REQ'D
OVER (2)- DECK RIBS MIN.
AS REQ'D FOR SOLID CONN.
RIGID INSULATION, SEE
ARCH. DWGS.
EXTERIOR WALL PANEL
PRE-FABRICATED
COLD FORMED METAL
TRUSSES AT 2'-0" o.c.
MAX., SEE ARCH.
DWGS. PROFILE
U.O.N.8" TYP.END WALLS1" TYP. ATCONT. L4x3x1/4 (LLH)
3/16" 0
3/16" 0
EPIC WIDECK, SEE PLAN
DESIGN OF COLD
FORMED TRUSS BRACING
BY OTHERS, TYP.
ROOF
33' - 0"
EPIC WIDECK, ATTACH
TO STL. BM. AT 12" o.c.
STL. BM., SEE PLAN
WT7X17, ALIGN
W/EDGE OF RTU
W6x15, ALIGN W/
FLUTE CLOSEST TO
EDGE OF RTU
3/8" FULL DEPTH STIFFENER
CONN. W/ (2)-3/4" DIA. A325
BOLTS, TYP.EPIC WIDECK ED750,
SEE PLAN FOR SIZE
AND GAUGE
WT7X17, ALIGN
W/EDGE OF RTU
EPIC WIDECK ED750,
SEE PLAN FOR SIZE
AND GAUGE
CONT. 18" WIDE x 18 GA.
VALLEY PL., FASTEN TO
DECK AT 12" o.c.
PERPENDICULAR TO ROOF DECK PARALLEL TO ROOF DECK
ROOF
33' - 0"
EPIC WIDECK, ATTACH
TO SUPPORT AT 12" o.c.
LOAD-BEARING METAL
STUD WALL PANEL
ROOF
33' - 0"
6" COLD FORMED RAFTERS
AT 16" o.c. (16 GA. MIN.)
6" COLD FORMED STUDS AT
16" o.c. (16 GA. MIN.)
STL. BM., SEE PLAN
DEFLECTION TRACK TO
ALLOW FOR 3/4" VERT.
DISPLACEMENT
DESIGN OF COLD FORMED
CONN. BY OTHERS, TYP.
EPIC WIDECK, SEE PLAN
1/2" x 8" CONT. STL. PLATE
HSS 6x6x3/8
1/4" 2-12
1/4" 2-12
NOTE: SEE ARCH. DWGS.
FOR ROOFING AND
INSULATION.
ROOF33' - 0"
NOTE: SEE ARCH. DWGS.
FOR ROOFING AND
INSULATION.
________
S3.2
6
________
S3.2
4
________
S3.2
7
SIM.
SIM.
SIM.
SECOND FLOOR
11' - 0"
8" x 16 GA. MIN. COLD
FORMED METAL
RAFTERS AT 16" o.c.
6" x 16 GA. MIN. COLD
FORMED METAL STUDS
AT 16" o.c.
DESIGN OF COLD
FORMED MEMBER
CONN. BY OTHERS, TYP.
RIGID INSULATION,
SEE ARCH. DWGS.
INTERIOR COLD FORMED
BEARING WALL PANEL BY
OTHERS
EPICORE MSR DECK,
ATTACH TO SUPPORT AT
8" o.c. MIN.
SLAB REINF., SEE PLAN
CONT. #5 ABOVE LOAD
BEARING WALL
INFINITY MSR33 WALL
PANEL BY OTHERS
INFINITY MSR33 WALL
PANELS BY OTHERS
CONT. C6x10.5 W/ 3/4" x
6" LONG HEADED
SHEAR STUD AT 12" o.c.
RIGID INSULATION, SEE
ARCH. DWGS.4"2"DWGS.
SEE ARCH.DWGS.SEE ARCH.WWF
EPICORE MSR
DECK (WELD TO
ANGLE AT 12" o.c.)
LOAD-BEARING
METAL STUD
WALL PANEL
FLOOR BEAM
(SEE PLAN)
EPICORE MSR
DECK (WELD TO
ANGLE AT 8" o.c.)
CONT. #5 BAR
#6 BAR AT 7"O.C.
OVER ALL INTERIOR
SUPPORTS, TYP.
FIN. FLOOR EL.
(SEE PLAN)
FLOOR BEAM
(SEE PLAN)
CONT. #5 BAR
#6 BAR AT 7"O.C.
OVER ALL INTERIOR
SUPPORTS, TYP.WWF
EPICORE MSR
DECK (WELD TO
ANGLE AT 8" o.c.)
LOAD-BEARING METAL
STUD WALL PANEL
FIN. FLOOR EL.
(SEE PLAN)
FIN. FLOOR EL.
(SEE PLAN)
COL
EPICORE MSR CONC.
SLAB ON MTL. DECK,
SEE PLAN
BEARING (TYP. U.O.N.)
1" MIN. EPICORE MSR
3/4" DIA. x 4 1/2" LONG
HEADED SHEAR
STUDS AT 8" o.c.
14 GAUGE EDGE
SCREED/ POUR
STOP ANGLE
ELEV. SHAFT WALL,
SEE ARCH. DWGS.
3" E.O.S.
STEEL BEAM,
SEE PLAN
FIN. FLOOR EL.
(SEE PLAN)
COL
EPICORE MSR CONC.
SLAB ON MTL. DECK,
SEE PLAN
3/4" DIA. x 4 1/2" LONG
HEADED SHEAR
STUDS AT 8" o.c.
STEEL BEAM,
SEE PLAN
ELEV. SHAFT WALL,
SEE ARCH. DWGS.
3" E.O.S.
14 GAUGE EDGE
SCREED/ POUR
STOP ANGLE
BEARING (TYP. U.O.N.)
1 1/2" MIN. EPICORE MSR PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS3.2
RV PES
31481.00
TYPICAL
FRAMING
DETAILS AND
FRAMING
SECTIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 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 SECTION
3/4" = 1'-0"6 SECTION
3/4" = 1'-0"8 SECTION
N.T.S.9 TYPICAL RTU SUPPORT DETAIL
3/4" = 1'-0"10 SECTION
3/4" = 1'-0"11 SECTION
3/4" = 1'-0"12 SECTION
3/4" = 1'-0"13 SECTION
1 1/2" = 1'-0"14 SECTION
1 1/2" = 1'-0"15 SECTION
3/4" = 1'-0"16 SECTION
3/4" = 1'-0"17 SECTION
SLAB REINF., SEE PLAN WWF
EPICORE MSR DECK
BEAM REINF.,
SEE PLANSEE PLAN FOR WIDTH
LOAD-BEARING
METAL STUD WALL
EPICORE
MSR DECK
SEE PLAN
SLAB BEAM
MINIUMUM BEYOND END OF BEARING WALL
NOTCH PLYWOOD FORM AND TRIM DECK 6"TOLERANCE OF +/- 1/2"3'-10", U.O.N.TYPICAL SLAB BEAM SECTION
TYPICAL SLAB BEAM PLAN DETAIL
TYPICAL SHEAR PLATE AT SLAB BEAMS
SUPPORT WALL/
BEAM BELOW, TYP.
1/2" (A36)
PAINTED STEEL
PLATE
(4)-3/4" DIA. x 5" LONG
HEADED STUDS EA.
SIDE, (8)-TOTAL
1 1/2"4"9"4"1 1/2"1'-8"6"
1 1/2"3"1 1/2"
NOTES:
1.EDGES SHALL BE CUT STRAIGHT AND
EVEN. NOT JAGGED EDGES SHALL BE
VISIBLE FROM UNDERSIDE OF SLAB.
2.SLAB BEAM FORMS TO BE SMOOTH
FACED WITH NO VISIBLE GRAINS.
WWF(2)-#6 BARS, EXTEND
MIN. 24" BEYOND
EDGE OF OPENINGS
SLAB REINF., SEE PLAN
EPICORE MSR
WWF
EPICORE MSR
FIN. FLOOR EL.
(SEE PLAN)
FIN. FLOOR EL.
(SEE PLAN)
8"
(2)-#6 BARS, EXTEND
MIN. 24" BEYOND
EDGE OF OPENINGS
WWF
EPICORE MSR DECK
(ATTACH TO WALL AT
12" o.c.)
LOAD-BEARING
METAL STUD WALL
PANELSTEEL BEAM
BEAM POCKET/
STUD COLUMN
SEE PLAN FOR REINF.
FIN. FLOOR EL.
(SEE PLAN)
2"
TYP.3"
VARIES
OPEN
(3)-#6 AT 8"o.c.,
TYP. PERPENDICULAR
TO DECK SPAN
2'-0" MIN.4'-0" MAX.2'-0" MIN.4'-0" MAX.NOTE: COORDINATE ALL SLAB
OPENINGS W/ ARCH. DWGS. AND MEP
DESIGN/ BUILD CONTRACTOR.
PROVIDE LAYOUT PLAN FOR
APPROVAL PRIOR TO CONSTRUCTION.
NOTE: IF OPENINGS LARGER THAN
4'-0" x 4'-0" ARE REQUIRED, NOTIFY
STRUCTURAL ENGINEER.
FOR OPENINGS UP TO 4'-0"
WIDE IN ANY DIRECTION:
(6)-#6 AT 8"o.c., TYP. PARALLEL
TO DECK SPAN
FOR OPENINGS UP TO 2'-0"
WIDE IN ANY DIRECTION:
(3)-#6 AT 8"o.c., TYP. PARALLEL
TO DECK SPAN
(2)-#5 x 6'-0" LONG,
TYP. AT EA. CORNER
DECK SPAN, SEE PLAN
FOR DIRECTION
C4x5.4
(TYP.)
1 1/2" LONG FILLET WELD,
WELD CHANNEL TO TOP OF
DECK, AS SHOWN, BOTH
SIDES OF EACH CHANNEL
NOTE:
EXTEND CHANNELS AT A MINIMUM
COMPLETELY ACROSS THE TOP OF
TWO ADJACENT SHEETS (EACH SIDE
OF OPENING).
NOTE:
CHANNELS SHALL BE COMPLETELY
ATTACHED TO DECK BEFORE
OPENING IS CUT.LOAD-BEARING METAL
STUD WALL PANEL
CONT. #5 BAR
WWF
EPICORE MSR DECK
(ATTACH TO WALL AT
8" O.C. EA. SIDE)
LOAD-BEARING METAL
STUD WALL PANEL, SEE
PLAN FOR LOCATION
TOP REINF. OVER INT.
SUPPORT, SEE PLAN
FIN. FLOOR EL.
(SEE PLAN)
BEARING (TYP. U.O.N.)
1 1/2" EPICORE MSR
LOAD-BEARING METAL
STUD WALL PANEL
CONT. #5 BAR
WWF
EPICORE MSR DECK
(ATTACH TO WALL AT
8" O.C. EA. SIDE)
LOAD-BEARING METAL
STUD WALL PANEL, SEE
PLAN FOR LOCATION
TOP REINF. OVER INT.
SUPPORT, SEE PLAN
FIN. FLOOR EL.
(SEE PLAN)
CONT. #5 BAR
WWF
INFINITY EXTERIOR
MSR33 WALL PANEL
EPICORE MSR DECK
(ATTACH TO WALL
AT 8" o.c.)
FIN. FLOOR EL.
(SEE PLAN)
RIGID INSULATION,
SEE ARCH. DWGS.
CONT. C6x10.5 W/ 3/4" DIA.
x 6" LONG WELDED SHEARSTUD AT 24" o.c.
INFINITY EXTERIOR
MSR33 WALL PANEL,
SEE PLAN FOR
LOCATION
CONT. #5 BAR
WWF
INFINITY EXTERIOR
MSR33 WALL
PANEL
EPICORE MSR DECK
(ATTACH TO WALL
AT 8" o.c.)
FIN. FLOOR EL.
(SEE PLAN)
BEARING (TYP. U.O.N.)
1 1/2" EPICORE MSR
RIGID INSULATION,
SEE ARCH. DWGS.
CONT. C6x10.5 W/ 3/4" DIA.
x 6" LONG WELDED SHEAR
STUD AT 24" o.c.
INFINITY EXTERIOR
MSR33 WALL
PANEL, SEE PLAN
FOR LOCATION
HSS COLUMN, SEE PLAN
STL. BEAM, SEE PLAN
STL. BEAM, SEE PLAN
AND CONNECT TO
STIFFENER PLATE
3/4" THICK x BEAM FLANGE
WIDTH BASE PLATE CENTERED
ON COLUMN, CONNECT PLATE
TO BEAM W/ (2)-3/4" DIA. THRU
BOLTS EA. SIDE OF COLUMN
ON BEAM GAGE
3/8" FITTED STIFFENERPLATE EA. SIDE OF WEB
C.L. COL.
TYP.
3" CLR.
3/16"
1/4"
SECOND FLOOR
11' - 0"1/2"VERIFY W/ MANUFACTURER
4 1/2" GAGE.
HANGER RODS (BY
OTHERS), FOR SUPPORT
OF FOLDING PARTITION
BELOW (NOT SHOWN)
PROVIDE HOLES FOR HANGER
RODS IN BOT. FLANGE OF BM.,
COORD. SIZE AND LOCATION
W/ MANUFACTURER
STEEL BM., SEE PLAN
EPICORE MSR DECK,
SEE PLAN
NOTE: FOLDING PARTITION AND
DIAGONAL BRACING OF FOLDING
PARTITION BY OTHERS SHALL
CONFORM WITH MANUFACTURER
SPECIFICATIONS.
WWF
EPICORE MSR DECK
(ATTACH TO WALL
AT 8" o.c.)
EXTERIOR MSR WALL,
SEE ARCH. DWGS.
#5 SUPPORT ROD
CONT. ALONG TOP OF
THE BEARING WALL
RIGID INSULATION,
SEE ARCH. DWGS.
CONT. C6x10.5 W/ 3/4"
DIA. x 6" LONG WELDED
SHEAR STUD AT 24" o.c.
SEE PLAN FOR
ADDITIONAL SLAB
REINF.EXTERIOR MSR
WALL, SEE ARCH.
DWGS.
FORMED CONC. SLAB
BEARING (TYP. U.O.N.)
1 1/2" EPICORE MSR
COL
1/4" THICK CLOSURE PLATE
WELDED TO END OF BEAM
HSS HIP BM. BEYOND, SEE
PLAN, WELD 3/8" THICK ANGLES
TO EA. SIDE OF BM. AND TO
TOP OF HSS COL. CLOSURE
PLATE OR BM. BELOW
STEEL BEAM, SEE PLAN DWGS.SEE ARCH.T/ STL. EL.=8'-7 3/4"DWGS.SEE ARCH.DWGS.
SEE ARCH.
3
S3.4
_______TYP.
AT COL.PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS3.3
RV PES
31481.00
FRAMING
SECTIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1 1/2" = 1'-0"1 TYPICAL EPICORE MSR SLAB BEAM DETAILS
1 1/2" = 1'-0"2
TYPICAL EPICORE MSR UNSUPPORTED EDGE AT
OPENINGS DETAILS
1 1/2" = 1'-0"3 TYPICAL STEEL BEAM ON INFINITY WALL DETAIL
N.T.S.4 TYPICAL REINFORCING AT SLAB OPENINGS
N.T.S.5 TYPICAL ROOF OPENING REINFORCEMENT DETAIL
1 1/2" = 1'-0"6 SECTION
1 1/2" = 1'-0"7 SECTION
1 1/2" = 1'-0"8 SECTION
1 1/2" = 1'-0"9 SECTION
3/4" = 1'-0"10 TYPICAL COLUMN ON STEEL BEAM DETAIL
3/4" = 1'-0"11 SECTION
1 1/2" = 1'-0"12 SECTION
3/4" = 1'-0"13 SECTION
SECOND FLOOR
11' - 0"
EGH
STL. BM.,
SEE PLAN,
TYP.
SEE ARCH.
DWGS.
FOR EAVE
DETAIL
6" COLD FORMED
RAFTERS (16 GA.
MIN.) AT 16" o.c.
EXTERIOR WALL PANEL,
BY OTHERS
EXTERIOR WALL PANEL,
BY OTHERS
DESIGN OF COLD
FORMED CONN. BY
OTHERS, TYP.
CONT. C6x10.5 W/ 3/4"
DIA. x 6" LONG WELDED
SHEAR STUD AT 24" o.c.
CONT. #5 BAR
NOTE: SEE ARCH. DWGS. FOR
ROOFING AND INSULATION.
TOP REINF. OVER INT.
SUPPORT, SEE PLAN
CONT. #5 BAR
SECOND FLOOR
11' - 0"
G
NOTE: SEE ARCH. DWGS. FOR
ROOFING AND INSULATION.
NOTE: COORDINATE ALL
FRAMING WITH ARCH. DWGS.
6" COLD FORMED
RAFTERS (16 GA.
MIN.) AT 16" o.c.
EXTERIOR WALL PANEL,
BY OTHERS
CONT. C6x10.5 W/ 3/4"
DIA. x 6" LONG WELDED
SHEAR STUD AT 24" o.c.
DESIGN OF COLD FORMED
CONN. BY OTHERS, TYP.
CONT. #5 BAR
STL. BM., SEE PLAN
EXTERIOR WALL
PANEL, BY OTHERS1/4"
MIN.
1/4"
MIN.
BOTTOM PLATE CONN.
BY FABRICATOR
1/2" STEEL
CLOSURE PLATE
HSS COL., SEE
COL. SCHEDULE
STL. BM., SEE PLAN
COLNOTE: SEE PLAN FOR
ROOF FRAMING ABOVE
(NOT SHOWN HERE)PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
3/4" = 1'-0"S3.4
RV PES
31481.00
FRAMING
SECTIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 3/4" = 1'-0"1 SECTION
3/4" = 1'-0"2 SECTION
3/4" = 1'-0"3 SECTION
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 0"
THIRD FLOOR
22' - 0"
ROOF
33' - 0"
14 16
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.HSS6x6x1/2HSS6x6x3/8H S S 8x6x1/2HSS12x6x3/8
H SS 8x6x1/2HSS12x6x3/8
H S S 6x6x1/4HSS12x6x3/8
T/C =132 KIP ST/C =106 K IP S
T /C =36 K IP S
T/C=106 KIPS
T/C=86 KIPS
T/C=28 KIPS
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 0"
THIRD FLOOR
22' - 0"
ROOF
33' - 0"
A B
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.
HSS8x6x1/2
HSS12x6x3/8
HSS8x6x1/2
HSS6x6x3/8HSS6x6x3/8HSS12x6x3/8
HSS12x6x3/8
HSS6x6x1/4
T/C=80 KIPS
T/C=66 KIPS
T/C=30 KIPS
T/C=70 KIPS
T/C=58 KIPS
T/C=26 KIPS
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 0"
THIRD FLOOR
22' - 0"
ROOF
33' - 0"
1 2
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.
H
S
S
6
x
6x
1/4 HSS6x6x3/8HSS6x6x1/2H
S
S
6
x
6
x
1/4
W12x26
HSS12x6x3/8
H
S
S
6
x
6
x
1/4
HSS12x6x3/8
T/C
=
64 KIP
S
T/C
=
64 KIP
S
T/C
=
28 KIP
S
T/C=40 KIPS
T/C=40 KIPS
T/C=20 KIPS
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 0"
THIRD FLOOR
22' - 0"
ROOF
33' - 0"
F C
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.HSS6x6x3/8HSS6x6x1/2HSS12x6x3/8
H S S 8 x6 x 5 /8
H S S 8 x 6 x 5 /8
HSS12x6x3/8
H S S 8 x 6 x 1 /2
HSS12x6x3/8
T /C =9 4 K IP S
T /C =9 4 K IP S
T /C =3 0 K IP S
T/C=82 KIPS
T/C=82 KIPS
T/C=28 KIPS
16
S3.2
_______
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
FC
HSS6x6x3/8HSS6x6x1/2HSS12x6x3/8
HSS12x6x3/8
HSS12x6x3/8
H S S 6 x 6 x 3 /8
H S S 8 x 6 x 1 /2
H S S 8 x 6 x 1 /2
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.T /C = 1 1 0 K IP S
T /C = 9 5 K IP S
T /C = 3 0 K IP S
T/C = 78 KIPS
T/C = 78 KIPS
T/C = 26 KIPS
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
12
2'-6"
2'-6"HSS6x6x1/2HSS6x6x3/8W10x30
W10x30
HSS12x6x3/8
HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4T/C = 35 KIPST/C = 35 KIPST/C = 20 KIPST/C=20 KIPS
V=20 KIPS
T/C=20 KIPS
V=20 KIPS
T/C=12 KIPS
V=12 KIPS
________
S4.2
10 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.
2'-6"
17
S3.2
_______
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
2627
2'-6"
2'-6"HSS6x6x1/4W10x30
HSS6x6x1/2HSS12x6x3/8 HSS6x6x1/2HSS6x6x1/4HSS6x6x3/8W10x30
________
S4.2
10 TYP.
________
S4.2
7 TYP.
________
S4.2
9 TYP.
________
S4.2
8 TYP.T/C=104 KIPST/C=30 KIPST/C=20 KIPST/C=70 KIPS
T/C=20 KIPS
V=18 KIPS
T/C=20 KIPS
V=12 KIPS
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
F C
HSS8x6x1/2
HSS12x6x3/8
HSS8x6x1/2
HSS12x6x3/8
HSS8x6x1/2
HSS6x6x3/8HSS6x6x3/8HSS12x6x3/8
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.
T/C=104 KIPS
T/C=78 KIPS
T/C=30 KIPS
T/C=94 KIPS
T/C=68 KIPS
T/C=26 KIPS PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
1/4" = 1'-0"S4.1
RV PES
31481.00
BRACED FRAME
ELEVATIONS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/4" = 1'-0"1 BRACE FRAME ELEVATION AT GRID 'B'
1/4" = 1'-0"2 BRACE FRAME ELEVATION AT GRID '14'
1/4" = 1'-0"3 BRACE FRAME ELEVATION AT GRID 'F'
1/4" = 1'-0"4 BRACE FRAME ELEVATION AT GRID '2'
1/4" = 1'-0"5 BRACE FRAME ELEVATION AT GRID '1'
1/4" = 1'-0"6 BRACE FRAME ELEVATION AT GRID 'C'
1/4" = 1'-0"7 BRACE FRAME ELEVATION AT GRID 'C'
1/4" = 1'-0"8 BRACE FRAME ELEVATION AT GRID '27'
NOTES:
1."T" INDICATES AXIAL TENSION REACTION.
2."C" INDICATES AXIAL COMPRESSION REACTION .
3."V" INDICATES SHEAR REACTION (UP OR
DOWN).
4.REACTIONS ARE BASED ON ASD LOAD
COMBINATIONS.
5.FABRICATOR SHALL DESIGN CONNECTIONS
FOR TWO TIMES THE LOADS SHOWN, PER
MASSACHUSETTS BASE CODE.
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
26 27
________
S4.2
9 TYP.
________
S4.2
7 TYP.
________
S4.2
8 TYP.
H
S
S
6
x6
x
1/4
HSS12x6x3/8
HSS12x6x3/8
H
S
S
6
x6
x
1/4
HSS12x6x3/8
H
S
S
6
x
6
x
1/2 HSS6x6x3/8HSS6x6x3/8T/C
=
1
0
2 KIP
S
T/C
=
4
4 KIP
S
T/C
=
2
0 KIP
S
T/C=20 KIPS
T/C=40 KIPS
T/C=40 KIPS
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
FC
HSS8x6x1/2
HSS8x6x1/2
HSS12x6x3/8
HSS12x6x3/8
HSS8x6x1/2
HSS12x6x3/8
HSS6x6x3/8HSS6x6x1/2T/C=108 KIPS
T/C=88 KIPS
T/C=36 KIPS
T/C=94 KIPS
T/C=88 KIPS
T/C=32 KIPS
________
S4.2
7 TYP.
________
S4.2
8 TYP.
________
S4.2
9 TYP.
BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
5 12
T/C=80 KIPS
T/C=80 KIPS
T/C=32 KIPS
T/C=70 KIPS
T/C=70 KIPS
T/C=70 KIPS
T/C=28 KIPS
BASEMENT FLOOR-11' - 0"
FIRST FLOOR0' - 0"
SECOND FLOOR11' - 0"
THIRD FLOOR22' - 0"
ROOF33' - 0"
512
W12x26
H S S 8 x 6 x 1 /2
HSS12x6x3/8
H S S 8 x 6 x 1 /2
HSS12x6x3/8
H S S 6 x 6 x 1 /4
HSS12x6x3/8
HSS6x6x5/8HSS6x6x3/8T /C =8 0 K IP S
T /C =8 0 K IP S
T /C =3 2 K IP S
T/C=70 KIPS
T/C=70 KIPS
T/C=70 KIPS
T/C=28 KIPS
________
S4.2
7 TYP.
________
S4.2
8 TYP.
BASEMENT FLOOR
-11' - 0"
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 0"
THIRD FLOOR
22' - 0"
ROOF
33' - 0"
MN
2'-6"
2'-6"
2'-6"
________
S4.2
10 TYP.
________
S4.2
8 TYP.HSS6x6x5/8HSS6x6x5/8HSS6x6x1/4HSS12x6x3/8
HSS12x6x3/8HSS6x6x1/4W10x30
W10x30
HSS6x6x1/4T/C=20 KIPST/C=15 KIPST/C=10 KIPST/C=20 KIPS
V=12 KIPS
T/C=15 KIPS
V=12 KIPS
T/C=10 KIPS
V=10 KIPS
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 0"
THIRD FLOOR
22' - 0"
ROOF
33' - 0"
M N
HSS6x6x1/4HSS12x6x3/8
HSS6x6x1/4HSS12x6x3/8
HSS12x6x3/8HSS6x6x1/4HSS6x6x3/8HSS6x6x3/8T/C=58 KIPST/C=34 KIPST/C=14 KIPST/C=38 KIPS
T/C=22 KIPS
T/C=10 KIPS
________
S4.2
9 TYP.
________
S4.2
7 TYP.
________
S4.2
8 TYP.
COLUMN (SEE PLAN
FOR ORIENTATION)
WORKING POINT AT CENTER
LINE OF COLUMN AND BEAM
PROVIDE BM. TO COL. CONN. FORBM. REACTION PLUS RESULTANT
FROM DIAG. BRACE FORCE. USE
WELD OR SLIP CRITICAL
CONNECTION BOLTS.PROVIDE
THRU-PLATE AS REQ'D
ERECTION BOLT
MIN. 3/8" THICK GUSSET
PLATE AS REQ'D
HSS BRACE
COL
NOTES:
1.PROVIDE SLOT IN TUBE EQUAL TO GUSSET PLATE
THICKNESS PLUS 1/8". CENTER SLOT ON GUSSET PLATE
SO THERE IS A 1/16" (MAX.) GAP. INCREASE WELD SIZE BY
1/16" TO ACCOUNT FOR GAP.
2.PROVIDE THRU-PLATE GUSSETS WHERE REQUIRED.
1/4"
MIN.
1/4"
MIN.TYP. (SEE
NOTE 1)EQEQCOL
NOTES:
1.PROVIDE SLOT IN TUBE EQUAL TO GUSSET PLATE
THICKNESS PLUS 1/8". CENTER SLOT ON GUSSET PLATE
SO THERE IS A 1/16" (MAX.) GAP. INCREASE WELD SIZE BY
1/16" TO ACCOUNT FOR GAP.
2.PROVIDE THRU-PLATE GUSSETS WHERE REQUIRED.
COLUMN (SEE PLANFOR ORIENTATION)
WORKING POINT AT CENTER
LINE OF COLUMN AND BEAM
PROVIDE BM. TO COL. CONN. FOR BM.
REACTION PLUS RESULTANT FROM
DIAG. BRACE FORCE. USE WELD OR
SLIP CRITICAL CONNECTION
BOLTS.PROVIDE THRU-PLATE AS REQ'D
ERECTION BOLT
MIN. 3/8" THICK GUSSET
PLATE AS REQ'D
HSS BRACE
1/4"
MIN.
1/4"
MIN.TYP. (SEE
NOTE 1)EQEQCOLUMN (SEE PLAN
FOR ORIENTATION)
WORKING POINT AT
BOTTOM OF
COLUMN
HSS BRACE
MIN. 3/8" THICK GUSSET
PLATE AS REQ'D
PROVIDE OPENING IN
GUSSET PLATE AT
LOCATIONS OF ANCHOR
BOLTS, IF REQ'D.
BASE PLATE
ERECTION BOLT
COL
NOTES:
1.PROVIDE SLOT IN TUBE EQUAL TO GUSSET PLATE
THICKNESS PLUS 1/8". CENTER SLOT ON GUSSET PLATE
SO THERE IS A 1/16" (MAX.) GAP. INCREASE WELD SIZE BY
1/16" TO ACCOUNT FOR GAP.
2.PROVIDE THRU-PLATE GUSSETS WHERE REQUIRED.
3.SEE COLUMN SCHEDULE FOR BASEPLATE AND ANCHOR
BOLT REQUIREMENTS.
1/4"
MIN.
1/4"
MIN.TYP. (SEE
NOTE 1)
SLOT GUSSET PLATE
THROUGH COLUMN
TO INCREASE WELD
LENGTH AS REQ'D
COORD. GUSSET
PLATE PROFILE W/
ADJACENT WALLS
COLUMN (SEE PLAN
FOR ORIENTATION)
WORKING POINT AT CENTER
LINE BEAM AND BRACE
PROVIDE BM. TO COL. CONN. FOR
BEAM SHEAR AND AXIAL
REACTION. USE WELDS OR SLIP
CRITICAL CONNECTION BOLTS.
PROVIDE THRU-PLATE AS REQ'D
ERECTION BOLT
MIN. 3/8" THICK GUSSET
PLATE AS REQ'D
HSS BRACE
COL
NOTES:
1.PROVIDE SLOT IN TUBE EQUAL TO GUSSET PLATE
THICKNESS PLUS 1/8". CENTER SLOT ON GUSSET PLATE
SO THERE IS A 1/16" (MAX.) GAP. INCREASE WELD SIZE BY
1/16" TO ACCOUNT FOR GAP.
2.PROVIDE THRU-PLATE GUSSETS WHERE REQUIRED.
1/4"
MIN.
1/4"
MIN.TYP. (SEE
NOTE 1)EQEQSEE ELEVATION
3/8" THICK STIFFENER ALIGNED
WITH ENDS OF GUSSET PLATE
AND AT MIDPOINT BTWN. ENDS.
3/8" THICK STIFFENER AT
12" o.c. FROM COL. TO
GUSSET PLATE PERMIT SETDATE:NOT FOR CONSTRUCTIONCopyright 2014 C Thomas F. Moran Inc.48 Constitution Drive, Bedford, NH 03110All rights reserved. These plans and materials may not be copied, duplicated, replicated or otherwisereproduced in any form whatsoever without the prior written permission of Thomas F. Moran, Inc.This plan is not effective unless signed by a duly authorized officer of Thomas F. Moran, Inc.48 Constitution DriveBedford, NH 03110Phone (603) 472-4488Fax (603) 472-9747www.tfmoran.comDR CK
FILESCALE:PREPARED FORDATEREV.DR CKDESCRIPTIONENGINEER
As indicatedS4.2
RV PES
31481.00
BRACED FRAME
ELEVATIONS
AND DETAILS 09/02/2014CHRISTOPHER HEIGHTSNORTHAMPTON, MACUTLER ASSOCIATES, INC.09/02/2014TFM Project #: 31481.00 1/4" = 1'-0"1 BRACE FRAME ELEVATION AT GRID 'F'
1/4" = 1'-0"2 BRACE FRAME ELEVATION AT GRID '26'
1/4" = 1'-0"3 BRACE FRAME ELEVATION AT GRID 'N'
1/4" = 1'-0"4 BRACE FRAME ELEVATION AT GRID 'M'
1/4" = 1'-0"5 BRACE FRAME ELEVATION AT GRID '12'
1/4" = 1'-0"6 BRACE FRAME ELEVATION AT GRID '5'
3/4" = 1'-0"7 BRACE CONN. TO B/ BEAM DETAIL
3/4" = 1'-0"8 BRACE CONN. TO T/ BEAM DETAIL
3/4" = 1'-0"9 BRACE CONN. TO BASEPL DETAIL
3/4" = 1'-0"10 ECCENTRIC BRACE CONN. TO B/ BEAM DETAIL
NOTES:
1."T" INDICATES AXIAL TENSION REACTION.
2."C" INDICATES AXIAL COMPRESSION REACTION .
3."V" INDICATES SHEAR REACTION (UP OR DOWN).
4.REACTIONS ARE BASED ON ASD LOAD
COMBINATIONS.
5.FABRICATOR SHALL DESIGN CONNECTIONS FOR
TWO TIMES THE LOADS SHOWN, PER
MASSACHUSETTS BASE CODE.
DRYGOODSCHEFOFFICEEMail eshifman@verizon.net141 CROSS STREETTEL. 781-344-6743 FAX 781-344-3847STOUGHTON, MA 02072The Residences at
CHRISTOPHER HEIGHTS14
EMail eshifman@verizon.net141 CROSS STREETTEL. 781-344-6743 FAX 781-344-3847STOUGHTON, MA 02072The Residences at
CHRISTOPHER HEIGHTS24
EMail eshifman@verizon.net141 CROSS STREETTEL. 781-344-6743 FAX 781-344-3847STOUGHTON, MA 02072The Residences at
CHRISTOPHER HEIGHTS34
EMail eshifman@verizon.net141 CROSS STREETTEL. 781-344-6743 FAX 781-344-3847STOUGHTON, MA 02072The Residences at
CHRISTOPHER HEIGHTS44
696981112x12 TGSEE NOTE 624x14 UP3900 CFMHOOD EXHAUST10x32EXHAUST3900 CFM(3) 10x24 S.A.975 CFM EA.CUH-612 GPMCEILING MOUNTEDAIR CURTAIN 6'-6" LONGDUMPRADIATOR(3) HIGH EFFICIENCYGAS FIRED BOILERSCU-13 TONSUH-113.6 GPMKITCHENHOOD69CEF-1275 CFMCUH-10.5 GPMCEF-275 CFMCEF-475 CFMCEF-3220 CFMWEF-1270 CFM20x20 UPW/FD TOAMU-13725 CFMUH-20.30 GPMTFDTAC-1EBB-10.75 KWELECTRIC BASEBOARD3 FT. LONGFDFDDISHWASHER018MECH.ELEV.014KITCHENST2-0STAIR 2032CORRIDOR026FIRE PUMP008STORAGE016OFFICECHEF024ELEC020CORRIDOR028RECEIVING030MECHANICAL012LOUNGESTAFF013STORAGE027DATATEL/002TOILET004TOILET006JAN.2ELEV1ELEVCEF-13110 CFM16x109x9 CD160 CFMMOD18X18LOUVER300 CFMO.A. MIN.9x9 CD160 CFM8x108x1030x1416x1430x1422x1410x8 WSR200 CFM9x9 CD220 CFM2 REQ'D6x16CUH-20.5 GPM10x10LOUVER270 CFM20x8LOUVER445 CFM12x86X6 CD50 CFM1 WAY8x106X6 CD50 CFM1 WAY8x68x1010x1012X10 WSR200 CFM8x810x6UH-4 KWUH-50.30 GPMUH-30.30 GPM10x1012x1014x106x109x9 CD160 CFM EA.2 REQ'D2 WAY83TO REF-5363,3(72ENGINE EX UP39& BOILER FLUE UP39&%2,/(5FLUE UPRC-14.0 GPMFC-11000 CFM3 TONS24X12 COMB AIR12" AFF W/BIRD SCREENM-1HVACBASEMENTFLOORPLANHVAC BASEMENT FLOOR PLANScale: 1/8" = 10'-0"1M1N2007 SMOOK Architecture and Urban Design
The Residences at
CHRISTOPHER HEIGHTSRev.No.DescriptionDate11. DRAWINGS ARE DIAGRAMATICAL ONLY, FINAL ROUTING OF DUCTWORK AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD.2. ALL WORK SHALL BE IN ACCORDANCE WITH ALLOWABLE FEDERAL, STATE, AND LOCAL CODES.3. ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS.4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.5. BALANCE ALL SYSTEMS TO THE GPM & CFM QUANTITIES SHOWN.6. IN ELEVATOR MACHINE ROOM PROVIDE 12"x12" OPENING IN MASONRY WALL WITH 1/4" MESH SCREEN AND FIRE DAMPER.GENERAL NOTES:AIR HANDLING UNITBOILERBYPASS VALVECEILING DIFFUSERCABINET UNIT HEATERCEILING EXHAUST FANCONDENSING UNITEXHAUST AIREXHAUST REGISTEREXPANSION TANKFIRE DAMPERLIGHT SWITCH FAN CONTROLMAKE UP AIR UNITPUMPRETURN REGISTERROOF EXHAUST FANROOFTOP UNITWALL SWITCH FAN CONTROLSUPPLY AIRVOLUME DAMPERTHERMOSTATTRANSFER GRILLUNIT HEATERWALL EXHAUST REGISTERWALL SUPPLY REGISTERWALL RETURN RGISTERAHUBLRBPVCDCUHCEFCUE.A.ERETFDSMUAPRRREFRTUSS.A.VDTTGUHWERWSRWRRLEGEND:LSHT. 1 OF 119/02/14PERMITNorthhampton, Massachusetts
CUH-4CUH-5S16x16 S.A.& R.A. UPTO RTU-5 1195 CFMFD14x14 S.A. & R.A. UP TO RTU-81200 CFM10x8 UPW/FD300 CFM10x8CEF-8300 CFMCEF-150 CFM(TYP.)83CEF-183CEF-183CEF-1838383CEF-1CEF-1CEF-183CEF-183CEF-1FDFDFDFDFD83CEF-116x16 S.A.& R.A. UP TO RTU-31500 CFMCEF-1FDFDFD16x16 S.A.& R.A. W/FDUP TO RTU-71600 CFMCEF-183FDFDFDCEF-183CEF-1CEF-183FDFD83CEF-183CEF-1FDFDCEF-183CEF-1FDFD9x9 CD100 CFM(TYP.) OF 3(2)6x6 CD50 CFM1 WAY(2) 6x6 ER75 CFM EA.8x8CEF-9100 CFM8x8 UPW/FD150 CFMUP TOREF-35" DRYERVENT UP24x14 UP& DN. TOREF-43900 CFM83& DN.600 CFM12x12 ER300 CFM(NOTE 2)8x8 UPW/FD TOREF-2300 CFM8x8SS8x8 UPW/FD TOREF-16x6 ER75 CFMHWC-1CEF-1CEF-1136TYPE DALCOVE STUDIO120TYPE ASTUDIO160TYPE C ONE BEDROOM132TYPE BALCOVE STUDIOST2-1STAIR 2156TYPE BALCOVE STUDIO168TYPE ASTUDIO166TYPE AALCOVE STUDIO164TYPE A1ALCOVE STUDIO182CORRIDOR180CORRIDOR124TYPE CONE BEDRMST3-1STAIR 3128TYPE ASTUDIO122TYPE FSTUDIO148TYPE CONE BEDRMST1-1STAIR 1149TYPE AONE BEDRM146TYPE CALCOVE STUDIO130TYPE BALCOVE STUDIO126TYPE AONE BEDROOM134TYPE GSTUDIO178CORRIDOR150TYPE ASTUDIO162TYPE ASTUDIO118TYPE ASTUDIO144TYPE ASTUDIO142PUB138ROOMLIVING140READING108OFFICEEXECUTIVE114OFFICEMARKETING116CONFERENCE112ADMIN110RECEPTION104LOBBY102VESTUBULE100PORCH152ROOMMULTIPURPOSE106SALONHAIR158TYPE AONE BEDROOM113VEST.174LAUND.176HOLDJ.C. SOIL172TOILET171TOILET170CORRIDOR143TYPE BALCOVE STUDIO2ELEV1ELEVFDFDFDFD24x1022x1022x108x822x109x9 CD100 CFM2 WAY9x9 CD100 CFM EA.2 WAY2 REQ'D12x12 CD375 CFM EA.4 REQ'D16x1220x1212x1014x1012x109x9 CD185 CFM EA.7 REQ'D12x12 RR2 REQ'D9x9 CD170 CFM12x12 CD240 CFM3 REQ'D12x12 RR2 REQ'D10x1012x109x9 CD100 CFM10x1020x1010x109x9 CD100 CFMCUH-3(RECESSEDCEILING)3.0 GPM12x12 CD230 CFM12x12 CD250 CFM12x12 CD250 CFM9x9 CD130 CFM10x109x9 CD100 CFM9x9 CD150 CFM12x12 CD250 CFM10x10 RR12x1012x12 CD225 CFM2 REQ'D10x109x9 CD100 CFM EA.3 REQ'DFDFDFDFDFDFDFDFDFDFDFDFD10x10 W/FDUP TO RTU-9450 CFM12x12 CRR250 CFMFD8x816x16 RR12x12 RR12x12 RRCEF-116x16 RR2 REQ'D16x161400 CFM10x1010x106x6 CD50 CFM1 WAY10x1010x1020x1016x16 RR39&%2,/(5FLUE UP & DN.39& BOILER FLUE UP & DN.12x12363,3(72ENGINE EX UP & DN.83 '1TO REF-5(DISHWASHER)8x8FD83W/FD TOCEF-983W/FDFDFD20x20 UPTO MUA-13400 CFM8310x10 S.A.& R.A. UPTO RTU-2 300 CFM10x14 WRRHVAC FIRST FLOOR PLANScale: 1/8" = 10'-0"1M2NThe Residences at
CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-2HVACFIRSTFLOORPLANSHT. 2 OF 129/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
270TYPE BSTUDIO284HOLDJ.C./SOIL232TYPE BALCOVE STUDIOST2-2STAIR 2266TYPE BALCOVE STUDIO278TYPE ASTUDIO264TYPE BALCOVE STUDIO276TYPE AALCOVE STUDIO274TYPE A1ALCOVE STUDIO280TUB ROOM246KITCHENCOUNTRY244ROOMMULTI-PURPOSE242NURSE282TOILET286LAUND.210TYPE DSTUDIO212TYPE CSTUDIO208CORRIDOR206CORRIDOR224TYPE BSTUDIOST3-2STAIR 3228TYPE ASTUDIO222TYPE EALCOVE STUDIO250TYPE BSTUDIOST1-2STAIR 1252TYPE AONE BEDROOM248TYPE CALCOVE STUDIO230TYPE BALCOVE STUDIO256TYPE ESTUDIO258CONF.OFFICE/260STORAGE262TYPE ASTUDIO226TYPE AONE BEDROOM234TYPE FALCOVE STUDIO214TYPE GALCOVE STUDIO240TYPE BONE BEDROOM236TYPE DALCOVE STUDIO204CORRIDOR218TYPE AALCOVE STUDIO220TYPE A1ALCOVE STUDIO216TYPE ASTUDIO238TYPE ASTUDIO254TYPE ASTUDIO272TYPE ASTUDIO268TYPE AONE BEDROOM243CLOSET203TRASH201STOR.2ELEV1ELEVCEF-150 CFM(TYP.)83'1CEF-183'1FDFDCEF-183'1FD14x14 DN. &UP TO RTU-88x8 UP & DN.W/FD TO CEF-8180 CFMCEF-1CEF-1CEF-1CEF-183& DN.200 CFM83& DN.200 CFM16x16 S.A. &R.A. DN & UPTO RTU-51620 CFM (PUB)16x16 S.A. & R.A.UP TO RTU-61500 CFM83& DN.50 CFM'1100 CFMCEF-1CEF-1CEF-116x16 DN.W/FD& UP TO RTU-7CEF-1FDCEF-1FD8383'19x9 CD200 CFM2 WAY14x1010x1010x106x6 WER100 CFM8x4 UPTO REF-6W/FD9x9 CD185 CFM EA.7 REQ'D12x12 RR2 REQ'D24x10FDFD10x10 RR9x9 CD180 CFM8x883FDCEF-112x8CEF-1CEF-183& DN.CEF-1FD'183FDFD10x10 DN. 300 CFM16x10 UP 960 CFMTO RCU-216x16 WRR14x8FDFD9x9 CD120 CFM EA.4 REQ'D12x8FDCEF-1'183CEF-1'183CEF-1FDFD12x12 RR12x12 CD200 CFMCEF-1FD836x6 ER75 CFM8x8 UP &DN. W/FD225 CFMTO REF-3FDCEF-5200 CFMSFDFD6x6 CD50 CFM14x14 UPTO RTU-91350 CFM10x10 DN.450 CFMW/FD8314x1083CEF-11200 CFM9x9 CD100 CFM8x89x9 CD200 CFM9x9 CD100 CFM EA.(TYP. OF 3)CEF-124x14 UP& DN. HOODEXHAUSTTO REF-43900 CFMFD8x8 W/FDDN. & UPTO REF-16x6 ER75 CFM8x8 W/FDUP TOCEF-10CEF-10200 CFM'1838x8 W/FDDN. & UPTO REF-2'183W/FD10x814x8FDFDFD39&%2,/(5FLUE UP & DN.CEF-1CEF-18383CEF-1CEF-18383& DN.FDFDFDFDFDFDFDFD'183FDCEF-18x8 UPW/FD TOCEF-11200 CFM39& BOILER FLUE UP & DN.363,3(72ENGINE EX UP & DN.83 '1TO REF-5(DISHWASHER)8x8FD83FDCEF-1CEF-1FD16x16DN. & UPTO RTU-3'183FD:)'DN. TO CEF-9CEF-1CEF-1FDFD20x20UP TOMUA-13400 CFM83& DN.200 CFMHVAC SECOND FLOOR PLANScale: 1/8" = 10'-0"1M3N2007 SMOOK Architecture and Urban Design
The Residences at
CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-3HVACSECONDFLOORPLANSHT. 3 OF 129/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
370TYPE BSTUDIO384HOLDJ.C./SOIL332TYPE BALCOVE STUDIOST2-3STAIR 2366TYPE BALCOVE STUDIO378TYPE ASTUDIO364TYPE BALCOVE STUDIO376TYPE AALCOVE STUDIO374TYPE A1ALCOVE STUDIO346KITCHENCOUNTRY344ROOMMULTI-PURPOSE342NURSE382TOILET386LAUNDRY310TYPE DSTUDIO312TYPE CSTUDIO308CORRIDOR306CORRIDOR324TYPE BSTUDIOST3-3STAIR 3328TYPE ASTUDIO322TYPE EALCOVE STUDIO350TYPE BSTUDIOST1-3STAIR 1352TYPE AONE BEDROOM348TYPE CALCOVE STUDIO330TYPE BALCOVE STUDIO356TYPE ESTUDIO358CONF.OFFICE/360OFFICE362TYPE ASTUDIO326TYPE AONE BEDROOM334TYPE FALCOVE STUDIO314TYPE GALCOVE STUDIO340TYPE BONE BEDROOM336TYPE DALCOVE STUDIO304CORRIDOR318TYPE AALCOVE STUDIO320TYPE AALCOVE STUDIO316TYPE ASTUDIO338TYPE ASTUDIO354TYPE ASTUDIO372TYPE ASTUDIO368TYPE AONE BEDROOM343STORAGE381OFFICE203TRASH201STOR.2ELEV1ELEV14x14 DN. &UP TO RTU-8FD10x8 DN. &UP TO CEF-8300 CFMCEF-1CEF-1CEF-1CEF-1CEF-1CEF-18383'18316x16 DN.& UPTO RTU-51620 CFM16x16 DN.UP TO RTU-61500 CFM83& DN.50 CFM83& DN.CEF-1CEF-1CEF-116x16 DN.&UP TO RTU-79x9 CD200 CFM2 WAY10x1010x106x6 WER100 CFM8x4 DN.& 8x8 UPTO REF-6200 CFM9x9 CD185 CFM EA.7 REQ'D12x12 RR2 REQ'D10x10 RR8x8'183FDCEF-112x8CEF-1CEF-183& DN.CEF-1FD83& DN.FDFD14x8FDFD9x9 CD120 CFM EA.4 REQ'D12x8FDCEF-183& DN.CEF-1'183CEF-1FDFDCEF-1CEF-18383& DN.12x12 RR12x12 CD200 CFMCEF-18x8 DN.W/FD & UPTO REF-3300 CFMCEF-7180 CFMSFD12x12 CD150 CFM14x14 DN.& UP TORTU-91350 CFM9x9 CD100 CFM8x89x9 CD100 CFM EA.(TYP. OF 3)CEF-18x8 W/FDDN. & UPTO REF-1225 CFM6x6 ER75 CFM8x8 W/FDDN. TO TUBROOM CEF-10200 CFM8x8 UPTHRUROOFCEF-10200 CFM83& DN.8x8 W/FDDN. & UPTO REF-2CEF-1CEF-1FDFDFDFDCEF-150 CFM(TYP.)83& DN.FDCEF-183& DN.FDCEF-183& DN.FDCEF-1FDCEF-1FD'18383& DN.16x109x9 CD130 CFM10x8 WSR100 CFM83& DN.FDCEF-1'18310x8FD'1 83THRU ROOF100 CFMS10x10 UPW/FD TOCEF-11,CEF-66x6 ER75 CFM6x6 CD50 CFM1 WAYCEF-6200 CFM14x824x14 DN.& UP TOREF-43900 CFMHOOD EXH.83& DN. W/FD'172CEF-5200 CFM 83THRU ROOF380 CFM(CEF-7)CEF-1CEF-1FD16x16DN. & UPTO RTU-3'18316x16 UPTO RTU-4'183FDUP TOCEF-99x9 CD100 CFM:)'DN. TO CEF-9FDFDFDFDFDFDFD16x10 DN. 960 CFM16x16 UP 1670 CFMTO RCU-216x16 WRR39&BOILER FLUE363,3('1GENERATOR EX.'1TO REF-520x20UP TOMUA-13725 CFM'1 83FD+:PVC FLUE'183DRYER12x1083TO REF-5FDHVAC THIRD FLOOR PLANScale: 1/8" = 10'-0"1M4N2007 SMOOK Architecture and Urban Design
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CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-4HVACTHIRDFLOORPLANSHT. 4 OF 119/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
SLOPE10:12ROOF SLOPE8:12ROOF SLOPE8:12SLOPE10:12SLOPESLOPEROOF SLOPE8:12ROOF SLOPE8:12ROOF SLOPE
8:12
ROOF SLOPE
8:12
ROOF SLOPE
5:12ROOF SLOPE5:12ROOF SLOPE8:12ROOF SLOPE8:12ROOF SLOPE5:12R.DO.R.DR.DO.R.DR.DO.R.DR.DO.R.DR.DO.R.DROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.ROOF SLOPE1/4" / FT. MIN.RAINDIVERTERRAINDIVERTERRAINDIVERTERRAINDIVERTER150 CFM150 CFMRTU-61495 CFM4 TONSRTU-91350 CFM4 TONSRTU-51595 CFM4 TONSRTU-41495 CFM5 TONSRTU-81200 CFM4 TONSRTU-71600 CFM5 TONSRTU-21670 CFM5 TONSRTU-31500 CFM(MULTIPURPOSERM. 152)4 TONSRTU-11100 CFM3 TONSMUA-13725 CFM(KITCHEN)REF-6200 CFM(TRASH ROOMS)8x8150 CFM150 CFM100 CFM16x16 DN.16x16 DN.200 CFM250 CFM150 CFM100 CFM200 CFM10x8 DN. &300 CFM(CEF-8)CONFERENCE RM.14x14 DN.300 CFM150 CFM300 CFM16x16 DN.150 CFM300 CFM150 CFM300 CFM20x20 DN.250 CFMREF-2300 CFM(HAIR SALON)8x810x10 (2)LAUNDRY RMS.(CEF-11, CEF-6)400 CFM'5<(583( (2) DRYER VENT)REF-1225 CFM(J.C./SOIL RMS)8x8REF-43900 CFM(KITCHEN HOOD)24x14REF-3300 CFM(TOILET RMS)8x8100 CFM380 CFM(CEF-5, CEF-7)14X14 DN.16x16 DN.100 CFM16x16 DN.CEF-10200 CFM(TUB RM.)8x8REF-5600 CFM(DISHWASHER)16x16 DN.300 CFMCEF-9100 CFM150 CFMWALLCAPWALLCAPWALLCAPWALLCAPWALLCAPWALLCAPHVAC ROOF PLANScale: 1/8" = 10'-0"1M5N2007 SMOOK Architecture and Urban Design
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CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-5HVACROOFFLOORPLANSHT. 5 OF 119/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
018MECH.ELEV.014KITCHENST2-0STAIR 2032CORRIDOR026FIRE PUMP008STORAGE016OFFICECHEF024ELEC020CORRIDOR028RECEIVING030MECHANICAL012LOUNGESTAFF013STORAGE027DATATEL/002TOILET004TOILET006JAN.2ELEV1ELEVHWSUP TO3RD FLR.HWRUP TO1ST FLR.HWR UPRISER II1 1/41 1/4HWR UPRISER GGHWS UPRISER EEHWR UPRISER DDHWR UPRISER BBHWS UPRISER AAHWS UPRISER CCHWR UPRISER FFM-6HVACBASEMENTFLOOR PIPINGPLANHVAC BASEMENT FLOOR PIPING PLANScale: 1/8" = 10'-0"1M1N2007 SMOOK Architecture and Urban Design
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CHRISTOPHER HEIGHTSRev.No.DescriptionDate11. DRAWINGS ARE DIAGRAMATICAL ONLY, FINAL ROUTING OF DUCTWORK AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD.2. ALL WORK SHALL BE IN ACCORDANCE WITH ALLOWABLE FEDERAL, STATE, AND LOCAL CODES.3. ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS.4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.5. BALANCE ALL SYSTEMS TO THE GPM & CFM QUANTITIES SHOWN.6. IN ELEVATOR MACHINE ROOM PROVIDE 12"x12" OPENING IN MASONRY WALL WITH 1/4" MESH SCREEN AND FIRE DAMPER.GENERAL NOTES:AIR HANDLING UNITBOILERBYPASS VALVECEILING DIFFUSERCABINET UNIT HEATERCEILING EXHAUST FANCONDENSING UNITEXHAUST AIREXHAUST REGISTEREXPANSION TANKFIRE DAMPERLIGHT SWITCH FAN CONTROLMAKE UP AIR UNITPUMPRETURN REGISTERROOF EXHAUST FANROOFTOP UNITWALL SWITCH FAN CONTROLSUPPLY AIRVOLUME DAMPERTHERMOSTATTRANSFER GRILLUNIT HEATERWALL EXHAUST REGISTERWALL SUPPLY REGISTERWALL RETURN RGISTERAHUBLRBPVCDCUHCEFCUE.A.ERETFDSMUAPRRREFRTUSS.A.VDTTGUHWERWSRWRRLEGEND:LSHT. 6 OF 119/02/14PERMITNorthhampton, Massachusetts
136TYPE DALCOVE STUDIO120TYPE ASTUDIO160TYPE C ONE BEDROOM132TYPE BALCOVE STUDIOST2-1STAIR 2156TYPE BALCOVE STUDIO168TYPE ASTUDIO166TYPE AALCOVE STUDIO164TYPE A1ALCOVE STUDIO182CORRIDOR180CORRIDOR124TYPE CONE BEDRMST3-1STAIR 3128TYPE ASTUDIO122TYPE FSTUDIO148TYPE CONE BEDRMST1-1STAIR 1149TYPE AONE BEDRM146TYPE CALCOVE STUDIO130TYPE BALCOVE STUDIO126TYPE AONE BEDROOM134TYPE GSTUDIO178CORRIDOR150TYPE ASTUDIO162TYPE ASTUDIO118TYPE ASTUDIO144TYPE ASTUDIO142PUB138ROOMLIVING140READING108OFFICEEXECUTIVE114OFFICEMARKETING116CONFERENCE112ADMIN110RECEPTION104LOBBY102VESTUBULE100PORCH152ROOMMULTIPURPOSE106SALONHAIR158TYPE AONE BEDROOM113VEST.174LAUND.176HOLDJ.C. SOIL172TOILET171TOILET170CORRIDOR143TYPE BALCOVE STUDIO2ELEV1ELEVHWR UPRISER QQHWR UPRISER DHWS UPRISER EHWS DN.RISER RRHWS UPRISER RRHWR UPRISER KHWS UPRISER JHWR UPRISER MHWS UPRISER NHWR UPRISER OHWS UPRISER PHWR UPRISER QHWS UPRISER RHWR UPRISER PPHWS UPRISER CHWR UPRISER SSHWR UPRISER OOHWR DN.RISER VVHWS DN.RISER THWS UPRISER NHWS DN.RISER UHWR UPRISER VHWR DN.RISER UUHWS UPRISER WHWR UPRISER XHWR UPRISER ZHWS UP& DN.RISER AAHWR UP& DN.RISER BBHWS UP& DN.RISER CCHWR UP& DN.RISER DDHWS UP& DN.RISER EEHWR UP& DN.RISER FFHWR UP& DN.RISER IIHWS UP& DN.RISER HHHWS UP& DN.RISER GGHWR UPRISER BHWS UPRISER AHWR UPRISER LL3" HWSUP & DN.3" HWRDN.CUH-3HWR DN.RISER FEXPANSIONJOINTABOVE CEILINGCUH-4HWC-1EXPANSIONJOINTEXPANSIONJOINTGLIDE(TYP.)ABOVE CEILINGCUH-5ANCHOR(TYP.)ABOVE CEILINGDN.HVAC FIRST FLOOR PIPING PLANScale: 1/8" = 10'-0"1M2NThe Residences at
CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-7HVACFIRSTFLOOR PIPINGPLANSHT. 7 OF 119/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
270TYPE BSTUDIO284HOLDJ.C./SOIL232TYPE BALCOVE STUDIOST2-2STAIR 2266TYPE BALCOVE STUDIO278TYPE ASTUDIO264TYPE BALCOVE STUDIO276TYPE AALCOVE STUDIO274TYPE A1ALCOVE STUDIO280TUB ROOM246KITCHENCOUNTRY244ROOMMULTI-PURPOSE242NURSE282TOILET286LAUND.210TYPE DSTUDIO212TYPE CSTUDIO208CORRIDOR206CORRIDOR224TYPE BSTUDIOST3-2STAIR 3228TYPE ASTUDIO222TYPE EALCOVE STUDIO250TYPE BSTUDIOST1-2STAIR 1252TYPE AONE BEDROOM248TYPE CALCOVE STUDIO230TYPE BALCOVE STUDIO256TYPE ESTUDIO258CONF.OFFICE/260STORAGE262TYPE ASTUDIO226TYPE AONE BEDROOM234TYPE FALCOVE STUDIO214TYPE GALCOVE STUDIO240TYPE BONE BEDROOM236TYPE DALCOVE STUDIO204CORRIDOR218TYPE AALCOVE STUDIO220TYPE A1ALCOVE STUDIO216TYPE ASTUDIO238TYPE ASTUDIO254TYPE ASTUDIO272TYPE ASTUDIO268TYPE AONE BEDROOM243CLOSET203TRASH201STOR.2ELEV1ELEV100PORCHHWS UP& DN.RISER EHWS UPRISER RRHWS UP& DN.RISER JHWR UP& DN.RISER MHWS UP& DN.RISER NHWR UP& DN.RISER OHWS UP& DN.RISER PHWR UP& DN.RISER QHWS UP& DN.RISER RHWR UP&DN.RISER PPHWS UPRISER CHWR UP& DN.RISER SSHWR UP& DN.RISER OOHWS UP& DN.RISER THWS UP& DN.RISER UHWR UP& DN.RISER VHWS UP& DN.RISER WHWR UP& DN.RISER XHWS UP& DN.RISER AAHWR UP& DN.RISER BBHWS UP& DN.RISER CCHWR UP& DN.RISER DDHWR UP& DN.RISER IIHWR UP& DN.RISER BHWS UP& DN.RISER HHHWS UP& DN.RISER GGHWS UP& DN.RISER EEHWS UPRISER QQHWR UP& DN.RISER FFHWS UP& DN.RISER AHWR UP& DN.RISER LLHWS UPRISER JJHWS UPRISER MMHWR UP& DN.RISER QQHWR UP& DN.RISER KHWS UP& DN.RISER HHWS UPRISER YHWR UP& DN.RISER ZHWS UPRISER TT3" HWSUP & DN.HVAC SECOND FLOOR PIPING PLANScale: 1/8" = 10'-0"1M3N2007 SMOOK Architecture and Urban Design
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CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-8HVACSECONDFLOOR PIPINGPLANSHT. 8 OF 119/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
370TYPE BSTUDIO384HOLDJ.C./SOIL332TYPE BALCOVE STUDIOST2-3STAIR 2366TYPE BALCOVE STUDIO378TYPE ASTUDIO364TYPE BALCOVE STUDIO376TYPE AALCOVE STUDIO374TYPE A1ALCOVE STUDIO346KITCHENCOUNTRY344ROOMMULTI-PURPOSE342NURSE382TOILET386LAUNDRY310TYPE DSTUDIO312TYPE CSTUDIO308CORRIDOR306CORRIDOR324TYPE BSTUDIOST3-3STAIR 3328TYPE ASTUDIO322TYPE EALCOVE STUDIO350TYPE BSTUDIOST1-3STAIR 1352TYPE AONE BEDROOM348TYPE CALCOVE STUDIO330TYPE BALCOVE STUDIO356TYPE ESTUDIO358CONF.OFFICE/360OFFICE362TYPE ASTUDIO326TYPE AONE BEDROOM334TYPE FALCOVE STUDIO314TYPE GALCOVE STUDIO340TYPE BONE BEDROOM336TYPE DALCOVE STUDIO304CORRIDOR318TYPE AALCOVE STUDIO320TYPE AALCOVE STUDIO316TYPE ASTUDIO338TYPE ASTUDIO354TYPE ASTUDIO372TYPE ASTUDIO368TYPE AONE BEDROOM343STORAGE381OFFICE203TRASH201STOR.2ELEV1ELEV100PORCHHWS DN.RISER EHWS DN.RISER RRHWS DN.RISER JHWR DN.RISER MHWS DN.RISER NHWR DN.RISER OHWS DN.RISER PHWR DN.RISER QHWS DN.RISER RHWR DN.RISER PPHWS DN.RISER CHWR DN.RISER SSHWR DN.RISER OOHWS DN.RISER THWS DN.RISER UHWR DN.RISER VHWS DN.RISER WHWR DN.RISER XHWS DN.RISER AAHWR DN.RISER BBHWS DN.RISER CCHWR DN.RISER DDHWR DN.RISER IIHWR DN.RISER BHWS DN.RISER HHHWS DN.RISER GGHWS DN.RISER EEHWS DN.RISER QQHWS DN.RISER AHWR DN.RISER LLHWS DN.RISER JJHWS DN.RISER MMHWR DN.RISER QQHWR DN.RISER KHWS DN.RISER HHWS DN.RISER YHWR DN.RISER ZHWS UPRISER TT3" HWSDN.EXPANSIONJOINTEXPANSIONJOINTPIPE GUIDE(TYP.)EXPANSIONJOINTANCHOR(TYP.)HWR DN.RISER FFEXPANSIONJOINTHVAC THIRD FLOOR PIPING PLANScale: 1/8" = 10'-0"1M4N2007 SMOOK Architecture and Urban Design
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CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-9HVACTHIRDFLOOR PIPINGPLANSHT. 9 OF 119/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
2007 SMOOK Architecture and Urban Design
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CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-10HVACSCHEDULE SHT.1FLOORPLANNO.MODELNO.NOTESCONDENSING UNIT SCHEDULECFMOUTPUTMBHGPMNOTESSERVICEVOLTS / PH / HZELECTRICALHPMODEL NO.CUH-1CUHCABINET UNIT HEATER SCHEDULENO.CUH-2CUH-3TYPERUNNING CONTROLSDRIVETYPE2E.S.P.IN. H OCEF-8CEF-5CEF-4CEF-3CEF-2NO.EXHAUST FAN SCHEDULEREF, CEFCEF-1CEF-6CEF-7MODEL NO.CFMFAN DATAHPELECTRICAL DATARPMVOLTS / PH / HZWEIGHTLBS.SERVICENOTESCUH-4CUH-5CUH-6CEF-11CEF-9CEF-10CEF-12CU-1CEF-15CEF-13CEF-14REF-3REF-1REF-2REF-4SP-B110SP-B110SP-B150SP-A290SP-A290SP-B110SP-A250SP-A290SP-A290SP-A290SP-A250SP-A290SP-A290SP-A250G-095-DG-085-DCUBE-220HP-30750.375CEILING80W950DIRECT115 / 1 / 60CONTINUOUS10TOILET 014500.375CEILING31W900DIRECT115 / 1 / 609APARTMENT TOILET ROOMSQTY: 82 EXHAUST THRU ROOF. NOT BY THIS CONTRACTOR750.375CEILING80W950DIRECT115 / 1 / 60CONTINUOUS10750.375CEILING80W950DIRECT115 / 1 / 60CONTINUOUS101100.375CEILING80W950DIRECT115 / 1 / 60102700.375CEILING81W1050DIRECT115 / 1 / 60212200.375CEILING83W1767DIRECT115 / 1 / 60211800.375CEILING83W1767DIRECT115 / 1 / 60212000.50CEILING81W1050DIRECT115 / 1 / 60212000.50CEILING81W1050DIRECT115 / 1 / 60212000.50CEILING81W1050DIRECT115 / 1 / 60211800.50CEILING81W1767DIRECT115 / 1 / 60212000.50CEILING81W1050DIRECT115 / 1 / 60LIGHT SWITCH212000.50CEILING81W1050DIRECT115 / 1 / 60LIGHT SWITCH211800.50CEILING81W1050DIRECT115 / 1 / 60WALL SWITCH213000.50ROOF1/201550DIRECT115 / 1 / 60CONTINUOUS263000.50ROOF1/201550DIRECT115 / 1 / 60WALL SWITCH263000.50ROOF1/201550DIRECT115 / 1 / 60CONTINUOUS2639002.0ROOF3.01108BELT208 / 3 / 60HOOD SWITCH174G-095-DLIGHT SWITCHLIGHT SWITCHWALL SWITCHLIGHT SWITCHWALL SWITCHWALL SWITCHCONTINUOUSLIGHT SWITCHWALL THERMOSTATTOILET 015JANITOR'S CLOSET 018ELEVATOR MACHINE ROOM 008ELECTRIC 006STAFF / LOUNGE 117CONFERENCE ROOM 128LAUNDRY ROOM 132 FIRST FLOORTUB ROOM 213 SECOND FLOORLAUNDRY 211 SECOND FLOOROFFICE / CONFERENCE ROOM 222 SECOND FLOORLAUNDRY 311 THIRD FLOORTUB ROOM 313 THIRD FLOOROFFICE / CONFERENCE ROOM 322 THIRD FLOORJ.C. SOIL HOLD 214, J.C. SOIL HOLD 314BEAUTY / BARBER 123TOILET 118, TOILET 119, TOILET 212, TOILET 312KITCHEN HOOD#4 WALL CAP EXHAUST#4 WALL CAP EXHAUST#1 EXHAUST THRU WALL#4 WALL CAP EXHAUST#3 EXHAUST THRU ROOF#4 WALL CAP EXHAUSTEXHAUST TO CEILING PLENUM#3 EXHAUST THRU ROOF#3 EXHAUST THRU ROOF#3 EXHAUST THRU ROOF#3 EXHAUST THRU ROOF#3 EXHAUST THRU ROOF#3 EXHAUST THRU ROOF#3 EXHAUST THRU ROOF#5 EXHAUST THRU ROOF#5 EXHAUST THRU ROOF#5 EXHAUST THRU ROOF#2 UPBLAST FAN, HIGH EFF. MOTORBASED ON GREENHECK.1. INTERLOCK CEF-4 WITH WALL THERMOSTAT IN ELEVATOR MACHINE ROOM. FAN TO RUN ON RISE IN TEMPERATURE.2. PROVIDE UL / NFPA COMPLIANT GREASE FAN ACCESSORIES. INSTALL INTERLOCK CONTROL WIRING FOR HOOD EXHAUST FAN REF-4 TO OPERATE WHEN MUA-1 SUPPLY UNIT IS RUNNING.3. TERMINATE THRU ROOF WITH GOOSENECK.4. WITH WALL DISCHARGE HOODED WALL CAP.5. PROVIDE 12" ROOFCURB & BACKDRAFT DAMPER.CUH-7F-1020-04F-1020-02F-1020-02F-1020-02F-1020-02F-1020-02MARS 78-02CEILING MOUNTFLOOR MOUNTFLOOR MOUNTFLOOR MOUNTFLOOR MOUNTFLOOR MOUNTRECESSED3.01.01.00.50.50.512.029.88.08.012.812.812.8118.040020020023023023051001/101/15(2) 1/21/151/151/151/152P.D.FT. H O115 / 1 / 60208 / 3 / 60115 / 1 / 60115 / 1 / 60115 / 1 / 60115 / 1 / 60115 / 1 / 600.630.060.060.020.020.021.401, 2, 31, 2, 41, 2, 41, 2, 31, 2, 31, 2, 32, 5, 6VESTIBULE 100STAIR ST2-1STAIR ST1-1CORRIDOR 134 OUTSIDE DOORCORRIDOR 011 OUTSIDE DOORCORRIDOR 019 OUTSIDE DOORRECEIVING 0201. BASED ON VULCAN CABINET UNIT HEATERS.%$6('21)(:7)/:70$,17$,1)0$,17$,1)5. AIR CURTAIN UNIT 6'-6" LONG. ONE ROW H.W. COIL, DOOR MICRO SWITCH. CFM RATED AT DISCHARGE AIR NOZZLE.6. MARS STANDARD SERIES AIR CURTAIN, INDUSTRIAL MODEL, 1750 RPM MOTORS, WEIGHT OF 145 LBS.CU24ABR336A005NOM.TONS.3.0UNITSERVEDFC-1VOLTS / PH / HZELECTRICAL DATA208 / 3 / 60MCAAMPSMOCPAMPSWGT.LBS.19.130.0150BASED ON CARRIERNO.MODELNO.NOTESCONTROL VALVE SCHEDULE (HW)CV-1CV-SIZEINCHESCAP.GPMCVPRESSURE DROPPSIGFT. H O2TYPESERVICENO.MODELNO.NOTESREHEAT COIL SCHEDULERC-1RCCFMHEATMBH)(:7)/:7:$7(53'/(667+$1)7+2O.GPMSIZES.P.IN H O2SERVED AREA4'5'RISER HHHWR(6.9 GPM)1-1/4"ROOF3RD FLR.2ND FLR.1ST FLR.2'3'2'7'3'6'10'10'2'4'10'5'CUH-41.0 GPM3/4"1"3/4" HWR4'5'2'3'2'7'BASEMENTREF-5ROOFBELTHOOD SWITCH63DISHWASHER HOOD#5 EXHAUST THRU ROOF115 / 1 / 606000.501/25.2)(:7)/:73.03.06.93 WAYHW COIL IN DUCTOF FC-1130052.05.238"x10"BASEMENTIN FC-1 DUCTGB-101-41/411760.14CFMMBHGPMNOTESRUNNINGCONTROLSVOLTS / PH / HZELECTRICALRPMMODEL NO.UH-1UHUNIT HEATER SCHEDULENO.UH-2HS-108AHS-2040.3013.603.0136.02102900135011402P.D.FT. H O115 / 1 / 60115 / 1 / 600.800.79THERMOSTAT, CYCLE FANHP9W1/3MOTORTHERMOSTAT, CYCLE FANAREASERVEDMECH. RM. 002FIRE PUMP RM.%$6('2167(5/,1*49+27:$7(5+25,=217$/81,7+($7(56:7+(50267$76)(:7)/:7HIGH EFFICIENCY, SEER 13REF-6ROOFDIRECTJAN. CLS. 133 - SOIL HOLD 1ST FLOOR#5 EXHAUST THRU ROOF115 / 1 / 601500.50G-080-D1/201550CONTINUOUSSHT. 10 OF 11UH-3HS-2040.302900STORAGE RM.UH-4HS-204-2900ELECTRICAL RM.KW2.09/02/14PERMITNorthhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.
2007 SMOOK Architecture and Urban Design
The Residences at
CHRISTOPHER HEIGHTSRev.No.DescriptionDate1M-11HVACSCHEDULE SHT.2FLOORPLANLENGTH FTCAPACITY KwMODEL NO.EBB-1EBBELECTRIC BASEBOARD SCHEDULENO.BKOC-2503W0.753.0BASED ON BERKO COMMERCIAL CONVECTOR BASEBOARD HEATER W/ TAMPERPROOF THERMOSTAT.WEIGHT LBS9.5AREA SERVEDBASEMENT ELEVATOR MACHINE ROOMNOTESPIPE650ELEMENTCOVERFINTUBE BASEBOARD SCHEDULEBTU/HR0,1,080(/(0(17(1&/2685(28738$7*30 )$9(5$*(:$7(57(032 FINS PER FOOT.3 PROVIDE SLOPE TOP UNCLOSURE WITH OPERABLE DAMPER.4 CUT ENCLOSURE TO ACCOMODATE SELF-CONTAINED THERMOSTATIC CONTROL VALVE IN EACH APARTMENT.0$,17$,17(03(5$785(2))'85,1*:,17(56 BASED ON SLANT / FIN FINE/LINE 15 NO. 15-75E.7 TOTAL ENCLOSURE HEIGHT OF 6-31/32".FRONTPANEL18 GA.NOTES13/4"55FPF22-34" x 2-12"FIN SIZEELEMENTENCLOSUREWHITECOLORFRONTPANEL22 GA.3 , 4 , 6 & 7REGISTER & DIFFUSER SCHEDULESUPPLY DIFFUSER WITH 4-WAY BLOW UNLESS SHOWN OTHERWISE ON THEDRAWINGS, 24"x24" OVERALL, NECK SIZE AND CFM AS NOTED ON DRAWINGS.SDEXHAUST / RETURN REGISTER, 45 DEGREE DEFLECTION, WITH OBD, NORMAL SIZEAND CFM AS NOTED ON DRAWINGS. NECK SIZE AS NOTED ON DRAWINGS.ER / RRMODEL NO.BLR-1BOILER SCHEDULENO.1. BASED ON LOCHINAR HIGH EFFICIENCY BOILER W/ SUPPLY AND RETURN HEADER ASSEMBLY, DUAL AQUASTAT, AIR THERMOSTAT, LOW WATER CUTOFF & HIGH LIMIT LEVEL 3 CONTROL PANEL.. NATURAL GAS BURNER.2. PROVIDE MASS CODE CONTROLS AND SAFETIES, INCLUDING 30 PSI RELIEF VALVE AT EACH MODULE.3. CONTROLLER SHALL PROVIDE O.A. THERMOSTAT BASED ON HOT WATER SET POINT RESET, ADJUSTABLE & AUTOMATIC LEAD / LAG CONTROL AT A MINIMUM.)(:7)/:7NOTESBLRSBN1000CAPACITY MBHINPUT1200OUTPUT936 NET I.B.R.OUTPUT BTU813.4WEIGHT LBS2,045MODEL NO.P-1APUMP SCHEDULENO.BASED ON TACO FRAME MOUNTED, END SUCTION PUMP W/ SUCTION DIFFUSER,MULTIPURPOSE VALVE & 2 PUMP FLEXIBLE CONNECTORS.NOTESPFE-2007BASE MOUNTEDEND SUCTION91.3TYPEGPM45.0HEADFT. WG6.5IMP. DIA.INCHESELECTRICAL DATAMOTORHPRPM2.01760208 / 3 / 60VOLTS / PH / HZHOT WATER HEATING SYSTEMMODEL NO.ET-1EXPANSION TANK & AIR SEPARATOR SCHEDULENO.BASED ON TACO ASME DIAPHRAGM EXPANSION TANK & AIR SEPARATOR WITH STRAINER.AIR SEPARATOR WITH 3/4" AUTOMATIC VENT.NOTESETCAX 13034.0TANKVOLUMEGAL.57"H x 16"DSIZEAIR SEPARATORAC3F1.0P.D.FT. H OSYSTEM VOLUME: 260 GALLONS19.0ACCEPTANCEVOLUMEGAL.FLOOR MOUNTEDTYPEMODEL2NOTESAREA SERVEDCONDENSER($7)WEIGHTLBS.INPUTMBHOUTPUTMBHHEATING CAP.MCAAMPSMOCPAMPSVOLTS / PH / HZRPMELECTRICAL DATABHPFAN DATA2P.D.IN. H OLEAVINGDB)WB)WB)DB)ENTERINGNOM.TONSSENSCAP.MBHDX COOLING COILTOTALCAP.MBH2E.S.P.IN. H OCFM O.A.CFM S.A.MODEL NO.RTU-5RTU-4RTU-3RTU-2RTU-1RTUROOFTOP UNIT SCHEDULE (HIGH EFFICIENCY)NO.RTU-8RTU-7RTU-648HCE48HEE00548HEE00648HEE00548HEE00548HEE00548HEE00548HEE004164030016953002080300150030015003001500300170030010503000.500.500.500.500.500.500.500.5044.445.952.247.047.044.349.633.638.339.546.737.836.134.038.726.03.05.04.05.04.04.05.04.078.678.677.879.079.079.079.080.964.964.964.365.165.165.165.166.357.057.057.055.756.758.057.257.055.955.955.954.054.055.355.455.8________0.680.731.070.660.580.580.730.339479631116956782906906965208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 60115.0115.072.0115.0115.0115.0115.0115.093.1559.0493.1593.1593.1593.1593.1593.155205105205405205205205209595959595959595CORRIDOR 123, 223, 323, LAUNDRY 132, OFFICE / CONFERENCE ROOM 222, OFFICE / CONFERENCE ROOM 322.CORRIDOR 140, 240, 340, NURSE 239, NURSE 339.CORRIDOR 115, 215, 315, TOILET 118, TOILET 119, LAUNDRY 211, TOILET 212, TUB ROOM 213, LAUNDRY 311, TOILET 312,TUB ROOM 313.MULTI PURPOSE ROOM 300, COUNTRY KITCHEN 300.PUB 104, MULTI PURPOSE ROOM 106.MULTI PURPOSE ROOM 200, COUNTRY KITCHEN 201.LOBBY 101, LIVINGROOM 102, READING 103, BEAUTY / BARBER 123, RECEPTION 124, STAFF / LOUNGE 117OFFICE 125, ADMINISTRATION 126, OFFICE 127, CONFERENCE ROOM 128.HORIZONTALDISCHARGEHORIZONTALDISCHARGEHORIZONTALDISCHARGEDOWN FLOWDISCHARGEHORIZONTALDISCHARGEHORIZONTALDISCHARGEHORIZONTALDISCHARGEHORIZONTALDISCHARGEBASED ON CARRIER ROOF TOP ELECTRIC COOLING UNIT WITH GAS HEAT, ECONOMIZER, ROOF CURB, & 7 DAY PROGRAMMABLE THERMOSTAT, HIGH EFFICIENCY MOTOR, SEER 14.6800(5&21',7,216 ,1'225) 5+287'225 )'%):%:,17(5&21',7,216 ,1'225)287'225)NOTESAREA SERVEDWEIGHTLBS.MBHGPMHOT WATERHEATING COILVOLTS / PH / HZRPMELECTRICAL DATABHPFAN DATA2P.D.IN. H OLEAVINGDB)WB)WB)DB)ENTERINGNOM.TONSSENSMBHDX COOLING COIL DATATOTALMBH2E.S.P.IN. H O O.A.CFM S.A.CFMMODEL NO.FC-1FCFAN COIL UNIT SCHEDULENO.FC4DNF04213003000.5036.030.53.079.765.658.056.5_1/2230 / 1 / 6052.05.2150BASEMENT: OFFICE 012, TOILET 014, TOILET 015, CORRIDOR 013, STORAGE 022.OFFICE 021.HOT WATER COILIN DUCTWORKBASED ON CARRIER DIRECT EXPANSION FAN COIL VERTICAL UNIT MODEL FB4. UPFLOW TYPE W/ RETURN AIR AND HOT WATER COIL IN DUCTWORK._WEIGHTLBS.ELECTRICALVOLTS / PH / HZHPRPMMOTORDISCH.TEMP.)TEMP.RISE)HEATING CAP.OUTPUTMBHINPUTMBHE.S.P.IN. H O2CFMNO.MAKE UP AIR UNIT SCHEDULEMUAMUA-1MODEL NO.SERVICENOTESDG-112-H2037251.3308.6284.070703.01222208 / 3 / 60KITCHENBASED ON GREENHECK DIRECT FIRED MAKEUP AIR UNIT. HORIZONTAL DISCHARGE.PROVIDE ACCESSORIES FOR NFPA 96 COMPLIANT INSTALLATION.1" ALUMINUM WASHABLE FILTERS AND MOTORIZED SUPPLY AIR DAMPER. INTERLOCK CONTROLS WITH REF-4 TO PREVENT NON SIMULTANEOUS OPERATION.25.018.535.028.930.024.035.028.930.024.030.024.035.028.930.024.0730HIGH EFFICIENCY MOTOR6BLR-2SBN10001200936813.42,045BLR-3SBN10001200936813.42,045SHT. 11 OF 119/02/14PERMITRTU-948HEE00413503000.504.0_0.3351095OFFICE 125, ADMINISTRATION 126, OFFICE 127, CONFERENCE ROOM 128.HORIZONTALDISCHARGE30.024.0Northhampton, Massachusetts NOTES:1. REFER TO DRAWING M-1 FOR GENERAL NOTES AND LEGEND.