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HomeMy WebLinkAboutJ21104917 LAYOUT (D36X24)BBO BBOCHASEBBOBEARINGWALLELECDATA ELEC WALL BELOW LADDER FRAMEBETWEEN TRUSSES BYBLDR. THA422 THA422 THA422 THA422 THA422THA422THA422 THA422 THA422THA422 THA422 LADDER FRAMEBETWEEN TRUSSES BYBLDR. THA422 THA422 BEARINGWALLELECTHA422 THA422 ELEC WALL BELOW THA422DATATHA422 THA422THA422 THA422 BBOELEVATOR BYOTHERS. NOLOADS ON FLOORS. BBO BBO 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, SEE PLAN 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 THE REQUIRED LOADINGAND DEFLECTION CRITERIA. (NO TREATED OR FIRETREATED LUMBER USED. TRUSSES CANNOT COMEINTO DIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHINGBYOTHERS. FRAMER TO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TOSETTINGTRUSSES. PLUMBINGVENT STACKS TO BEFIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHEREPOSSIBLE. TRUSSES CANNOT BECUT, DRILLED OR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS ABOVEAND BELOW BYBLDR. FRAMER TO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THEFLOOR TOTHEFOUNDATION. 2X6 TOP END OF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS. PRELIMINARY-NOTFOR CONSTRUCTION 954BERKHAMSTED CAMBRIDGE2 CUSTOM W/SPRINKLER ROOM HARDWARE 45- THA422 950BERKHAMSTED CAMBRIDGE1 CUSTOM THA422 THA422 THA4223PLY16"FLUSHLVL BYOTHERSSPRINKLER ROOM F05 FG01A FG02 F03 FG03 F04A FG05 FG06 F06 FG04FG08FG07FE01 FG09AFG09F08F05 FG01 FG02 F03 FG03A F04C FG05 FG06 F06 FG04A FG08FG07AFE01FG09AFG09F08 F02(2)F07(7)F04(2)F02(2)F07(7)F04B(2)F01A(6) F01(3)F01(6)F01(6)F01(9)2-00-00 42-00-0044-00-002-01-08 2-00-00 5-05-002-00-00 2-06-08 7-09-00 21-10-00 21-10-00 3-00-00 1-05-0011-11-00 8-06-00 1-00-00 5-08-002-05-002-03-061-05-07 9-15 1-07-03 1-09-03 1-01-08 1-01-00 1-05-03 1-09-03 1-07-03 1-05-02 2-01-141-00-03 14-03-00 10-02-089-06-00 3-04-003-04-00 1-09-10 1-09-1410-10 2-08-08 11-13 9-09 1-06-00 8-13 1-09-03 1-07-04 1-07-03 1-09-03 1-05-03 1-03-03 11-04 1-04-12 1-06-081-09-14 1-05-03 3-04-00 3-04-00 9-06-00 11-13 14-03-001-04-12 2-01-141-06-08 1-09-10 10-10 1-09-03 9-09 11-04 1-06-00 8-13 1-09-03 1-07-04 1-07-03 3-00-001-03-03 1-00-03 10-02-082-05-005-00-00 5-01-002-08-08 21-10-00 5-05-00 7-09-00 1-05-02 1-07-03 1-09-03 1-05-03 1-01-00 1-01-08 1-09-03 1-07-03 21-10-002-03-065-08-001-05-07 2-01-08 9-15 8-06-00 11-11-00 2-00-00 2-00-00 44-00-0042-00-002-00-002-06-081-05-0012-07-04 1-00-00 2-00-009-04-00 4-00 2-06-00 IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE- BUILDING4 2ND FLOOR1/4"=1'September 2, 2021JSG J21104917CUSTOMER: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 spaced 24" 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