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HomeMy WebLinkAboutJ21104918 LAYOUT (D36X24)BBO BBOCHASEBEARINGWALLLADDER FRAMEBETWEEN TRUSSES BYBLDR. PLUMBINGWALL THA422 THA422 THA422 THA422 THA422THA422 THA422BBO THA422 THA422 BEARINGWALLPLUMBINGWALL BBOLADDER FRAMEBETWEEN TRUSSES BYBLDR. THA422 THA422 THA422 THA422 THA422 IBC-12, TPI-07, BCSI-06. 40-20-10 FLOOR LOADING@19.2"O.C. @L/480, TL/240. 16"DEEP 4X2 METAL PLATECONNECTED WOOD FLOOR TRUSSES. DIMENSIONS ARESTUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING(TEMP. &PERM.) AND BRACINGDESIGN BYOTHERS, SEEPLAN AND BCSI-B7. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWAREAND RELATED CONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THEREQUIRED LOADINGAND DEFLECTION CRITERIA. (NO TREATED OR FIRETREATED LUMBER USED. TRUSSES CANNOT COMEINTODIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHINGBYOTHERS. FRAMER TOFIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TOSETTINGTRUSSES. PLUMBINGVENT STACKS TOBEFIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHEREPOSSIBLE. TRUSSES CANNOT BECUT, DRILLED OR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS ABOVEAND BELOW BYBLDR. FRAMER TOSOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOOR TOTHE FOUNDATION. 2X6 TOP END OF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS. 950 BERKHAMSTED CAMBRIDGE1 CUSTOM 954BERKHAMSTED CAMBRIDGE2 CUSTOM PRELIMINARY-NOT FOR CONSTRUCTION HARDWARE 16 - THA422 FG10 F10 FG11 F11A FG14 F12 FG12FG16FG15FE02 F13 FG10 F10 FG11A F11C FG14 F12 FG12A FG16FG15AFE02F13 F09(11)F11(2)F09(7)FG13(2)F09(11)F09(7)FG13(2)F11B(2)2-00-00 42-00-0044-00-002-01-08 2-00-00 5-05-002-00-00 10-03-08 21-10-00 21-10-00 5-08-002-09-001-00-03 1-09-03 1-00-03 1-04-08 1-01-00 1-07-03 1-07-03 1-07-03 1-09-03 1-09-04 1-00-12 14-03-00 10-02-088-10-00 3-04-003-04-00 1-09-10 1-09-1410-10 3-00-08 7-13 9-09 9-10 1-07-03 1-07-03 1-07-04 1-07-03 1-07-03 1-07-03 9-10 9-10 1-10-041-07-03 1-07-03 1-07-03 1-09-03 1-00-03 5-00-00 1-07-03 1-07-03 21-10-00 1-04-08 9-10 1-01-00 42-00-0010-03-08 1-07-03 1-07-03 2-00-0044-00-001-07-03 2-01-08 2-00-00 9-09 2-09-005-01-005-05-00 5-08-001-00-03 9-10 10-10 1-07-03 9-10 1-10-041-07-04 1-07-03 1-09-04 1-09-03 7-13 1-00-12 1-07-03 14-03-00 10-02-082-00-00 1-07-03 3-04-003-04-00 21-10-003-00-08 1-07-03 1-07-03 8-10-00 1-09-10 1-09-14IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE- BUILDING4 3RD FLOOR1/4"=1'September 2, 2021JSG J21104918CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR 67 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 spaced24"on center unless otherwise noted. 4) Do not cut or modifytrusses. 5) Refer to the individual truss design drawings for the location of member bracing, uplift and truss end reactions. 6) Installation of all temporaryand permanent bracing is essential. See truss drawings, BCSI-B2 SummarySheet and building designer requirements.III09/20/21