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HomeMy WebLinkAboutJ21104957 LAYOUT (D36X24)GEORGETOWN1 111 MONONGREEN PRESTON1 115MONONGREEN GEORGETOWN2 123MONONGREEN PRESTON2 119MONONGREEN GEORGETOWN2 127MONONGREEN GEORGETOWN2 131 MONONGREEN GEORGETOWN2 135 MONONGREEN3PLY16"LVL3PLY16"LVLPLUMBING WALL PLUMBING WALLPLUMBINGWALL PLUMBING WALL 3 PLY16" LVL 3PLY16" LVL 3 PLY16" LVL 3PLY16" LVL 3 PLY16" LVL 3 PLY16" LVL 3PLY16" LVL HARDWARE 128- 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. ARCHITECT TOVERIFYNOSPRINKLER ROOM F01 FG01 FG02 FG03 F02 F07 FG01A FG04 FG05FG06FE01FG07FG07AF08 FG08 F11 F07 FG09 FG10 FG06AFG11FE02FG03 F07 FG10FG03 FE02FG11FG09 F11 FG06AFG08 F01 FG01 FG02 FG03 F02 F07 FG01A FG04FG05FG06FE01FG07 FG07AF08F01 FG01 FG02 FG03 F07 FG01A FG04FG05FG06FE01FG07 FG07AF08 F01 FG01 FG02 FG03 F07 FG01A FG04FG05FG06FE01FG07 FG07AF08 F01 FG01 FG02 FG03 F07 FG01A FG04FG05FG06FE01FG07 FG07AF08 F02(9)F03(2)F05(6)F06(2) F09(7)F10(11)F10(8)F10(8)F10(11)F13(2)F13(2)F02(9)F03(2)F03(2)F03(2)F03(2)F05(6) F06(2)F06(2)F06(2)F06(2)F09(7)F09(7)F09(7)F09(7)F02(9)F02(7)F02(9)F02(7)F02(7)F02(9)F04(3)F12(3)F12(3)F04(3)F04(3)F04(3)F04(3)2-00-00 2-01-08 2-00-00 5-05-00 2-00-0030-05-0845-00-002-00-00 2-01-082-00-00 5-05-00 2-00-0030-05-0842-00-002-00-00 2-01-08 2-00-00 5-05-00 2-00-00 2-06-08 7-09-00 2-01-08 2-00-00 5-05-00 2-00-00 2-06-08 5-09-00 5-09-00 2-06-08 2-00-00 5-05-00 2-00-00 2-01-08 7-09-00 2-06-08 2-00-00 5-05-00 2-00-00 2-01-08 7-09-00 2-06-08 2-00-00 5-05-00 2-00-00 2-01-08 7-09-00 2-06-08 2-00-00 5-05-00 2-00-00 2-01-08 7-09-00 2-06-08 2-00-00 5-05-00 2-00-00 2-01-08 2-00-00 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 9-05-00 9-05-001-05-0011-11-00 8-06-00 8-06-00 11-11-00 1-05-008-06-00 11-11-00 1-05-008-06-00 11-11-00 1-05-008-06-00 11-11-00 1-05-004-004-004-004-004-004-001-00-001-00-00 6-00 6-00 3-06-10 IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EASTVETERANS WAY CARMEL,IN. 46032MELANGE - BLDG. #6 2ND FLOOR3/16"=1'October22,2021JSG J21104957CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGNINFORMATION: SCALE:9028OldSR 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 spaced 24" 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