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Home My WebLink About22 Copper Run LAYOUTGE01M01M01M01M01M01M01M01M01M01GE02GE03T01T01T01T01TG01T02T03T04T05T06T06T07TG02T08J01J01J01J01J01J01J01J01J01J01J01J01J01J02J03T08TG02J04J0 5 J01GE04T09TG03GE05TG04TG05GE06T10T11T12T12T12T12GE08M02M02M02M03M03M03M03M03M04GE07M05M05M05GE07T13T13T13T14T15T16T17T18T19T20T21T22T23TG06TG02T08J01J01J01J01J01J01J01J01J01J01J01J01J01J01T08TG02J04J04J06J05V01V02V03V04V05V02V03V04V09V10V11V08V07V06V12V13PB01PB03PB03PB03PB03PB03PB03PB03PB03PB03PB03PB03PB03PB0219-01-0819-01-08 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 20-00-0010-00-005-04-082-03-008-00-001-00-087-04-0811-04-0011-03-087-04-082-01-082-00-001-08-001-02-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-02-121-08-002-00-002-00-002-01-082-00-001-08-001-02-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-02-121-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-09-082-00-001-09-002-00-002-00-002-00-001-05-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-082-00-002-00-002-00-001-09-002-00-002-00-002-00-002-00-002-00-002-00-006-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-009-002-00-002-00-002-00-00HANGER SCHEDULESYM QTY DESCRIPTION SYM QTY DESCRIPTIONA- H2.5A A- LTHJRB- HGUS26-2 B- LUS24C - HGUS26-2-2 C - LUS26-2D - HGUS28-2 D - LUS410E- HTU26 E- MUS26F - LTHUL F - THA422-2ROOF LOADINGTCLL 25 PSFTCLS 0 PSFTCLD 10 PSFBCLL 10 PSFBCLD 10 PSFWIND SPEED 90 MPHCODE: IRC 2006PULTE HOMES22 COPPER RUN - WOODSIDE CT2SAddress:Salesperson:Scale:Job Number: B20000070 Drawn by:Katherine SelvaDate: 01/14/2020 Lot Number: 22 Designed by:Katherine SelvaTRUSS PLACEMENT GUIDENOTES: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 LATERALBRACING 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 BEAM CONNECTIONSWHICH SHALL BE REVIEWED BY THE BUILDING DESIGNER TO RESOLVE ALL ROOF FORCESADEQUATELY 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 PERMISSION ANDDIRECTION FROMPROBuild, (317) 834 5380, SHALL BE CONTRACTOR / BUILDER RESPONSIBILITY! NO EXCEPTIONS3D VIEW 13D VIEW 2CUSTOMER:JOB NAME & MODEL: