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LENNAR 8 CLAY LAY
GE02 T03 T03 T03 T03 T03 T03 T03 GE03 T04 T04 T04 T04 T04 T04 T04 T04 T04 T05 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 GE04 GE06 T08 T08 T08 T08 T08 T08 GE09 GE10 T15 T15 T16 T17 T18 T18 T11 T13 T13 T14 T14 T14 T14 T14 T14 T14 T14 GE08 V07 V08 V09 V10 V11 V14 V15 V16 V17 V18 V19 V20 V21 V22 V23 V12 V13 GE07 PBE01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PBE02 PBE03 PB02 PB02 PB02 PB02 PB02 PB02 SFBO1 SFBO2 SFBO3 SFBO7 SFBO8 SFBO9 SFBO10 SFBO11 SFBO12 22-00-00 16-00-00 6-00-00 46-00-00 13-03-04 19-04-12 16-00-00 22-00-00 60-00-00 6-00-00 22-00-00 88-00-00 38-00-00 38-00-00 14-10-08 3-04-00 1-10-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 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 4-11-15 IRC 2006 TPI 2002 20TLL - 10TDL - 10BDL LENNAR CHARTWELL C 8CLAY 1/4"=1' 11/22/18 DJR B18803364 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.