HomeMy WebLinkAbout125 Woods at Shelborne LAYOUTTG01T02M03M03M03M03M03M04M04M04M04M04M04M04M04M04M04T03T04T05TG02TG03
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A- H2.5A A - LTHJR B- HGUS26-2 B - LUS24 C- HGUS26-2-2 C - LUS26-2 D- HGUS28-2 D - LUS410 E- HTU26 E - MUS26 F - LTHJL F -THA422-2 PULTE HOMES125 Woods at Shelborne - Rockwall - CR2GHANGER SCHEDULE QTY DESCRIPTION SYM QTY DESCRIPTION ROOF LOADINGTCLL 25 PSFTCLS 0 PSFTCLD 10 PSFBCLL 10 PSFBCLD 10 PSFWIND SPEED 90 MPHCODE: IRC 2006Address: Salesperson:Scale: Quote Number: B18803721 Drawn by:Katherine SelvaDate: 12/19/2018 Lot Number:125 Designed by: Katherine SelvaTRUSS PLACEMENT GUIDE
CUSTOMER:JOB NAME & MODEL:NOTES:
DO NOT CUT OR MODIFY TRUSSES.
TRUSSES ARE SPACED 24" ON CENTER UNLESS NOTED OTHERWISE.
REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR THE LOCATION OF
LATERAL BRACING AND MULTY-PLY CONNECTION REQUIREMENTS.
PER ANSI TPI 1-2002 THE TRUSS ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSS
CONECTIONS AND TRUSS PLY TO PLY CONNECTIONS. THIS PLACEMENT PLAN
RECOMMENDS TRUSS TO BEARING CONNECTIONS AND TRUSS TO BEAM
CONNECTIONS WHICH SHALL BE REVIEWED BY THE BUILDING DESIGNER TO
RESOLVE ALL ROOF FORCES ADEQUATELY TO THE FOUNDATION.
ALL TRUSS TIES TO BE INSTALLED BEFORE
O.S.B. IS APPLIED TO ROOF
DO NOT CUT TRUSSES! TRUSSES CUT BY ANY TRADE / SUB-CONTRACTOR WITHOUT FIRST RECEIVING PERMISSIONAND DIRECTION FROMPROBuild, (317) 834 5380, SHALL BE CONTRACTOR / BUILDER RESPONSIBILITY! NO EXCEPTIONS3D VIEW 1
3D VIEW 2
01/11/19
Mike Sheeks