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Home My WebLink About10 Estates at Towne Meadow - Layout2BM1BM2BM3BM4BM5TG01TG02T01T02T03J01J02J03J04J 05J06J07J07J07J07J07J07J07TG05T24M01M01M01M01M01M01J08J08MG01M02M02M02M02M02M02M02M02M02 GE01T25T25T25T26GE02T27T28T28T29GE03TG06GE04T30T30TG07J11J11J11J11J11J12J12J12J12J12J12J12J12J12J12J12J12J12J12J12J04J13T31TG07J 1 4 J04T32M03M03M03M04M04M03M03M03M03T33T34T35T36TG08J15J15J15J16J15J12J12J12J12J12J12J12J12T37J 0 9J10TG03T04T05T06T07T08T09PB01T10T11T12T13T14T15T16T17T18T19T20T21T22T23TG04PB02PB03PB03PB04PB05V01V02V03V04V05V0612-00-0017-00-0058-00-0028-00-0030-00-006-00-0014-00-0012-00-0011-06-0020-06-0058-00-0029-00-0029-00-0019-00-0010-00-004-00-0018-00-0030-00-0052-00-008-00-0048-00-0015-11-001-03-151-03-151-08-011-08-012-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-07-001-07-001-05-041-03-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-081-11-072-00-002-00-002-00-001-09-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-083-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-02-001-02-002-00-002-00-001-10-08HANGER 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 - THA422-2PULTE HOMES10 ESTATES AT TOWNE MEADOW - ROCKWALL - HR3SAddress:Salesperson:Scale:Job Number:B20003126Drawn by:Xochilt SequeiraDate:10/13/2020Lot Number:10Designed by:Xochilt SequeiraTRUSS 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 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 PLACEMENTPLANRECOMMENDS 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-CONTRACTORWITHOUT FIRST RECEIVING PERMISSIONAND DIRECTION FROMPROBuild, (317) 834 5380, SHALL BE CONTRACTOR / BUILDER RESPONSIBILITY! NO EXCEPTIONS3D VIEW 13D VIEW 2CUSTOMER:JOB NAME & MODEL: