HomeMy WebLinkAboutBldg B 2nd Floor Truss LayoutHARDWARE
2 - HUC26-2
31 - THA422
IRC-2018, TPI-2014, BCSI-06.
40-20-10 FLOORLOADING@16" O.C. &19.2" O.C. @L/480, TL/240.
16" DEEP4X2 METAL PLATE CONNECTED WOOD FLOORTRUSSES.
DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS)
ALL BRACING(TEMP. &PERM.) AND BRACINGDESIGN BYOTHERS, SEE PLAN AND BCSI-B7.
ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEARHARDWARE AND RELATED CONNECTIONS BYOTHERS.
TRUSS LUMBERIS KD19 SPF AND/ORSP-SYP, AS NEEDED, PEREACH DESIGN FORTHE REQUIRED LOADINGAND DEFLECTION CRITERIA.
(NO TREATED ORFIRE TREATED LUMBERUSED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITH CONCRETE)
BEAMS (DROPPED ORFLUSH AS NOTED) PERPLAN AND SEPARATION SHEATHINGBYOTHERS.
FRAMERTO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIORTO SETTINGTRUSSES.
PLUMBINGVENT STACKS TO BE FIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHERE POSSIBLE.
TRUSSES CANNOT BE CUT, DRILLED ORNOTCHED. BLOCKINGBETWEEN TRUSSES FORPARALLEL WALLS ABOVE AND BELOW BYBLDR.
FRAMERTO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOORTO THE FOUNDATION.
2X6 TOPEND OF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS.
THA422
THA422
THA422
THA422THA42216" RIM BOARD BYOTHERS
THA42216" BEAM BYOTHERS
THA422
THA422
THA422
THA422
THA422
THA422THA42216" RIM BOARD BYOTHERS
THA42216" BEAM BYOTHERS
THA422
THA422
CHATHAM2CHATHAM2RITTENHOUSE1
16" RIM BOARD BYOTHERS
16" BEAM BYOTHERS
THA422
THA422THA422
THA422
HUC26-2
HUC26-2
PRELIMINARYBLDG. B
FG04
FG02
FG01
FG07FG08FGE01
FGE02 FG03FG06
F02
FG05
FG04
FG02
FG01
FG07FG08FGE01
FGE02 FG03FG06
F02
FG05
FG11
FG09
FGE03FG12FG10
FG14 FG13FGE01
FG01
F08(2)F06(3)F05(2)F04(2)F03(3) F02(3) F01(5)F07(2)F06(3)F05(2)F04(2)F03(3) F02(3) F01(5)F07(2)F01(5)F02(5)F02(3)F05(4)F06(2)72-08-00
24-00-00
4-0024-00-00 4-0024-00-00
37-00-0024-00-00
4-00 24-00-00
4-00 24-00-00
3-08-081-02-004-11-08 7-08-00
3-06-0017-11-08 3-04-0013-00-00 3-08-081-02-004-11-08 7-08-00
3-06-0017-11-08 3-04-0013-00-00 3-04-0812-06-00
3-04-0812-06-00
15-10-008-02-00
15-10-008-02-00 11-05-003-04-00
4-10-08 3-00-00 3-04-08 12-06-00
16-06-00 7-06-00
8-01-08
8-01-08
8-01-08 19-03-0837-00-002-00-00 2-00-00 2-00-002-00-00IRC 2018TPI 2014 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.CARMEL, IN. 46032 UPTOWN WEST CLAY BUILDINGB, 2ND FLOOR1/4"=1' March28, 2021JSG B21100774CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR67 SouthMooresville, IN 46158(317) 834-5380
Truss Placement Guide
1) This layout is intended for the purpose of truss location
and placement only. Refer to the building plans for actual
building construction.
2) All dimensions shown 00-00-00 are in feet-inches-sixteenths.
3) Trusses are spaced 24" on center unless otherwise noted.
4) Do not cut or modify trusses.
5) Refer to the individual truss design drawings for the location
of member bracing, uplift and truss end reactions.
6) Installation of all temporary and permanent bracing is
essential. See truss drawings, BCSI-B2 Summary Sheet
and building designer requirements.III04/30/21