Loading...
HomeMy WebLinkAboutS201.0Flush beam (by others) THA426 Framer to add solid blocking for point load above. See truss engineering. THA426 THA426 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 THA426 Flush beams (by others) FG01 FG02 FG03 FG04 FE01 FE02 FG07 F06 F08 FE03 FE04 F01(9) F02(2) F03(2) F04(5) F05(2) F07(4) 2-00-00 17-03-00 5-09-08 9-11-00 7-00-08 22-09-00 50-07-00 27-03-00 92-07-00 11-10-00 15-05-00 4-08-00 3-00-00 4-08-00 26-07-00 27-03-00 4-01-00 5-06-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 7-00 1-04-00 1-01-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-00-08 10-08 1-04-00 9-08 1-04-00 1-04-00 1-02-08 1-04-00 16-00-08 2-01-00 15-02-08 34-08-08 22-07-00 4-08-00 2-03-08 49-08-00 10-04-08 16-10-08 17-03-00 51-11-08 27-03-00 IRC 2003 TPI 2002 40TLL - 10TDL - 10BDL Homes by McKenzie Ballinger-RevardResidence 22 Hamlet 1/4"=1' December 4, 2018 PH B18803378 CUSTOMER: LOCATION: MODEL: JOB #: DATE: DESIGNER: DESIGN INFORMATION: SCALE: 9028 Old SR 67 South Mooresville, 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. 7) Non-bearing walls may not be shown on layout. Left end of truss, as shown on engineering drawing, is indicated by the triangle symbol 12/20/18 Adam Schriner