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Home My WebLink About2 Copper Run LAYOUTGE01M01M01M01M01M01M01M01M01M01GE02GE03T01T01T01T01TG01T02T03T04T05T06T06T07TG02T08J01J01J01J01J01J01J01J01J01J01J01J01J01J02J03T08TG02J04J05J01GE04T09TG03GE05TG04TG05GE06T10T11T12T12T12T12GE08M02M02M02M03M03M03M03M03M04GE07M05M05M05GE07T13T13T13T14T15T16T17T18T19T20T21T22T23TG06TG02T08J01J01J01J01J01J01J01J01J01J01J01J01J01J01T08TG02J04J04J06J05V01V02V03V04V05V02V03V04V09V10V11V08V07V06V12V13PB01PB03PB03PB03PB03PB03PB03PB03PB03PB03PB03PB03PB03PB0219-01-0819-01-08 11-09-0050-00-002-00-004-00-0036-00-0054-06-0060-00-0020-00-00 11-04-0054-06-002-00-0036-00-004-00-002-00-00 20-00-0010-00-005-04-082-03-008-00-001-00-087-04-0811-04-0011-03-087-04-082-00-002-00-002-00-002-01-082-00-001-08-001-02-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-02-121-08-002-00-002-00-002-01-082-00-001-08-001-02-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-02-121-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-09-082-00-001-09-002-00-002-00-002-00-001-05-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-082-00-002-00-002-00-001-09-002-00-002-00-002-00-002-00-002-00-002-00-006-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-009-002-00-002-00-002-00-00A-H2.5AA-LTHJRB-HGUS26-2B-LUS24C-HGUS26-2-2C-LUS26-2D-HGUS28-2D-LUS410E-HTU26E-MUS26F-LTHJLF-THA422-2PULTE HOMES2 COPPER RUN - WOODSIDE - CT2SHANGER SCHEDULEQTY DESCRIPTIONSYMQTYDESCRIPTIONROOF LOADINGTCLL 25 PSFTCLS 0 PSFTCLD 10 PSFBCLL 10 PSFBCLD 10 PSFWIND SPEED 90 MPHCODE: IRC 2006Address:Salesperson:Scale:Quote Number: B19900209Drawn by:Katherine SelvaDate: 01/17/2019Lot Number: 2Designed 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