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HomeMy WebLinkAboutJ21104958 LAYOUT (D36X24)GEORGETOWN1 111 MONONGREEN PRESTON1 115MONONGREEN GEORGETOWN2 123MONONGREEN PRESTON2 119MONONGREEN GEORGETOWN2 127MONONGREEN GEORGETOWN2 131 MONONGREEN GEORGETOWN2 135 MONONGREEN HARDWARE 54- THA422 IBC-12, TPI-07, BCSI-06, NFPA. 40-20-10 FLOOR LOADING @16"O.C. &19.2"O.C. @L/480, TL/240. 16"DEEP 4X2 METAL PLATE CONNECTED WOOD FLOOR TRUSSES. DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING (TEMP. &PERM.) AND BRACING DESIGNBYOTHERS, SEE PLANAND BCSI-B7. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE AND RELATED CONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGNFOR THE REQUIRED LOADING AND DEFLECTIONCRITERIA. (NO TREATED OR FIRE TREATED LUMBER USED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED OR FLUSH AS NOTED) PER PLANAND SEPARATIONSHEATHING BYOTHERS. FRAMER TO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAINLOCATIONS PRIOR TO SETTING TRUSSES. PLUMBING VENT STACKS TO BE FIELD LOCATED INBETWEENTRUSSES AND STUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLED OR NOTCHED. BLOCKING BETWEENTRUSSES FOR PARALLEL WALLS ABOVE AND BELOW BYBLDR. FRAMER TO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOOR TO THE FOUNDATION. 2X6 TOP END OF TRUSS RIBBONBRACING BYOTHERS. 2X6 STRONGBACK BRACING @10' O.C. MAX. BYOTHERS. PLUMBING WALL PLUMBING WALLPLUMBINGWALL PLUMBING WALL PLUMBING WALL PLUMBING WALL PLUMBING WALL LADDER FRAME BETWEENTRUSSES LADDER FRAME BETWEENTRUSSES LADDERFRAME BETWEENTRUSSES LADDER FRAME BETWEENTRUSSES LADDER FRAME BETWEENTRUSSES STAIR LOADSTAIR LOADSTAIR LOADSTAIR LOADSTAIR LOADSTAIR LOADSTAIR LOAD FG13 F18 FG12 FG14 FG15FG14A FG16FE03FG18 F20 F18 FG19 FG20 FG15AF18 FG20 FG19 F20 FG15AFG18 FG21 FG22FE03FG21FG22FE03 FG16FE03FG16FE03FG16FE03F14 F14 F14 F14 FG13 F18 FG12 FG14FG15FG13 FG14A F18 FG12 FG14FG15FG13 FG14A F18 FG12 FG14 FG15FG13 FG14A F18 FG12 FG14 FG15FG14AFG16FE03F14(2) F14A(2)F14A(2) F14(2)F14A(2) F14(2) F14(7)F14A(2) F14A(2)F14(8)F14(8)F14(8)F14(8)F14(8)F14(7)F14(2) F15(2)F16(3)F14(7)F14(7)F14(2) F14(3)F15(2)F15(2)F15(2)F15(2)F16(3)F16(3)F16(3)F16(3)F19(12) F19(12)F21(2) F21(2)F17(2)F17(2)F17(2)F17(2)F17(2)F19(8)F22(2)F19(8)F22(2)2-00-00 42-00-002-00-00 42-00-002-01-08 2-00-00 5-05-00 2-00-00 10-03-08 2-01-08 2-00-00 5-05-00 2-00-00 8-03-08 8-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 21-10-00 19-10-00 19-10-00 21-10-00 21-10-00 21-10-00 21-10-00 150-10-00 21-10-00 4-0019-10-00 4-0019-10-00 4-0021-10-00 4-0021-10-00 4-0021-10-00 4-0021-10-00 150-10-00 9-05-00 9-05-00 9-05-00 9-05-00 9-05-00 9-05-00 9-05-00 4-004-004-004-004-004-00IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EASTVETERANS WAY CARMEL, IN. 46032MELANGE - BLDG. #6 3RD FLOOR3/16"=1'October22, 2021JSG J21104958CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGNINFORMATION: SCALE:9028 OldSR 67SouthMooresville, IN46158(317) 834-5380 Truss Placement Guide 1) This layout is intended forthe purpose of truss location and placement only. Referto the building plans foractual building construction. 2) All dimensions shown 00-00-00 are in feet-inches-sixteenths. 3) Trusses are spaced24"on centerunless otherwise noted. 4) Do not cut ormodify trusses. 5) Referto the individual truss design drawings forthe location of memberbracing, uplift and truss end reactions. 6) Installation of all temporary and permanent bracing is essential. See truss drawings, BCSI-B2 Summary Sheet and building designerrequirements.III11/17/21