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Home My WebLink About659 West Clay Northlake LAYOUT2x4 LedgerHTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26Toe Nail2x4 LedgerHTU26M01M01M01M01M01M01TG01TG05J02TG05J02J02J02J02J02T01T02T03T05T06M02J02TG02TG02J03J03J01J01TG06T04T07T18TG07J04J05TG08TG09J06J04TG10TG11 TG12J07J08T19J09 J09J10J11M03(16)45-00-004-00-002-00-0024-07-0022-04-002-00-002-00-0060-11-0039-04-0020-00-00 14-06-0073-10-0010-04-001-08-0011-08-001-08-0032-08-0015-10-0073-10-0010-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-02-002-00-002-00-002-00-002-00-002-00-002-00-008-05-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0060-11-0058-00-001-06-001-02-002-00-002-00-002-00-001-05-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-002-00-002-00-00T08T09TG03T10TG04T17T17T17T17T11T11T11T12T17GE03T16T16T16T16T15T15T15T15T14T14T14T13T13T13J17AJ17J17J17J17AJ18J30J31J32J32TG13GE01T11T11GE02T17T17T17GE04J12J13V01V02V03V04V05V06V07V08V09J19(5)2-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-08-122-00-002-00-001-08-122-00-002-00-002-00-002-00-002-00-002-00-002-00-0010-082-00-002-00-002-00-002-00-00A-H2.5AA-LTHJRB-HGUS26-2B-LUS24C-HGUS26-2-2C-LUS26-2D-HGUS28-2D-LUS410E-HTU26E-MUS26F-LTHJLF-THA422-2PULTE HOMES659 West Clay Northlake - 3950 - FD3GHANGER SCHEDULEQTY DESCRIPTIONSYMQTYDESCRIPTIONROOF LOADINGTCLL 25 PSFTCLS 0 PSFTCLD 10 PSFBCLL 10 PSFBCLD 10 PSFWIND SPEED 90 MPHCODE: IRC 2006Address:Salesperson:Scale:Quote Number: B19901607Drawn by:Katherine SelvaDate: 05/27/2019Lot Number:659Designed by: Katherine SelvaTRUSS PLACEMENT GUIDECUSTOMER: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 OFLATERAL BRACING AND MULTY-PLY CONNECTION REQUIREMENTS.PER ANSI TPI 1-2002 THE TRUSS ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSSCONECTIONS AND TRUSS PLY TO PLY CONNECTIONS. THIS PLACEMENT PLANRECOMMENDS TRUSS TO BEARING CONNECTIONS AND TRUSS TO BEAMCONNECTIONS WHICH SHALL BE REVIEWED BY THE BUILDING DESIGNER TORESOLVE ALL ROOF FORCES ADEQUATELY TO THE FOUNDATION.ALL TRUSS TIES TO BE INSTALLED BEFOREO.S.B. IS APPLIED TO ROOFDO 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 13D VIEW 2