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Home My WebLink AboutLENNAR 21 CLAY LAYHTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 GE03 T04 T04 T04 T04 T04 T04 T04 T04 T05 T05 GE05 T06 T06 T07 T06 GE07 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 GE04 T06 T06 GE18 TG03 GE19 T14 T14 T14 GE19A GE21 T16 T17 T17 T17 T17 GE20 T15 T15 T15 GE22 T20 T20 T20 T20 T20 T20 T20 T20 T20 T19 M11 M12 M12 M12 M12 M04 M08 T22 T22 T05 T06 GE12 V22 V23 V24 V25 V26 V27 V28 V29 V31 V32 V33 V34 V35 V36 V30 15-04-00 72-08-00 16-00-00 27-05-00 18-07-00 13-03-04 19-04-12 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 8-00-00 30-00-00 38-00-00 14-09-00 7-03-00 38-00-00 4-04-00 5-00-00 88-00-00 IRC 2006 TPI 2002 20TLL - 10TDL - 10BDL LENNAR PENNINGTON C 21 CLAY 1/4"=1' 11/21/18 DJR B18803363 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.