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HomeMy WebLinkAboutLENNAR 31 CLAY LAYHTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 GE01 T01 T01 T01 T02 T02 T03 T03 GE02 TG01 GE03 T04 T04 T04 T04 T04 T04 T04 T04 T05 T05 T05 GE04 GE05 T06 T06 T07 T07 T07 T06 T06 GE06 M01 M01 M01 M01 M01 M01 M01 M02 M02 M02 GE07 M03 M03 M03 M03 M03 M03 M03 M03 M03 M04 M04 M04 M04 M04 M04 M04 M04 M04 GE08 GE09 M05 M05 M05 M08 M08 M08 M08 M08 M08 M08 M08 M08 GE11 GE22 T20 T20 T20 T20 T20 T20 T20 T20 T20 T19 M09 M09 M09 M09 M09 M10 V01 V02 V03 V04 V05 V06 V07 V08 V09 GE12 V31 V32 V33 V34 V35 V36 V30 30-00-00 15-04-00 72-08-00 16-00-00 8-00-00 3-04-00 6-00-00 27-05-00 18-07-00 13-03-04 19-04-12 22-00-00 38-00-00 88-00-00 38-00-00 88-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-10-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-08-08 IRC 2006 TPI 2002 20TLL - 10TDL - 10BDL CALA PENNINGTON A 31 CLAY 1/4"=1' 10/11/18 DJR B18803052 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.