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Barrington A LAYOUT
GE01 T01 T02 T02 T02 T02 T02 GE02 T03 TG01 GE03T04T04T04T04T04T04T05T05GE04M01M01M01M01M01M01M01GE05 T06 T06 T06 T06 T06 T06 T06 T06 T06 T07 T07 T08 GE06M02M02M02M02M02GE06GE07 T09 T10 T10 T10 T10 T10 T10 GE08 TG02 GE09T11T11T11T11T11T11T11GE10GE11T12T12T12T12T12T12T12T12T13T14M03M03M03M03M03M03M03V01 V02 V03 V04 V05 V06 V07 V08 V09 V10 V06 V07 V08 V09 V10 SFBO1SFBO2SFBO3 SFBO4SFBO5SFBO6 SFBO7 SFBO8 SFBO9SFBO10SFBO11 SFBO12SFBO13 SFBO14SFBO15 SFBO16SFBO172-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-06-009-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-00-00 1-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-03-00 1-09-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-00-00 1-09-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-002-00-002-00-002-00-002-00-001-03-082-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-09-00 1-03-00 1-00-00 2-00-002-00-002-00-002-00-002-00-001-00-0018-00-00 16-00-00 20-00-00 54-00-00 26-00-0028-00-0016-00-0070-00-0014-00-0016-08-0019-04-0050-00-0012-00-00 21-00-00 5-00-00 11-00-00 5-00-00 54-00-00 1-04-0020-00-00HANGERSCHEDULESYM QTY DESCRIPTION SYM QTY DESCRIPTIONAH2.5AA-LTHJRB-HGUS26-2B-LUS24C-HGUS26-2-2C-LUS26-2D-HGUS28-2D-LUS410EHTU26E-MUS26F-LTHULF-THA422-2ARBORHOMES,LLCBARRINTONA - STANDARDAddress:Salesperson:Scale:JobNumber: B22200649Drawn by:Katherine SelvaDate: 03/04/2022Lot Number:Designed by:Katherine Selva TRUSS PLACEMENT GUIDE NOTES: DO NOT CUT ORMODIFYTRUSSES. TRUSSES ARE SPACED24" ONCENTER UNLESS NOTED OTHERWISE. REFER TO THE INDIVIDUALTRUSS DESIGNDRAWINGS FOR THE LOCATIONOF LATERAL BRACING AND MULTY-PLY CONNECTIONREQUIREMENTS. PER ANSI TPI 1-2002 THE TRUSS ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSS CONECTIONS AND TRUSS PLY TOPLY CONNECTIONS. THIS PLACEMENT PLAN RECOMMENDS TRUSS TO BEARING CONNECTIONS AND TRUSS TO BEAMCONNECTIONS WHICH SHALL BE REVIEWED BY THE BUILDING DESIGNER TO RESOLVE ALL ROOF FORCES ADEQUATELY TO THE FOUNDATION. ALLTRUSS TIES TO BE INSTALLED BEFORE O.S.B. IS APPLIED TO ROOFDO NOT CUT TRUSSES!TRUSSES CUT BYANYTRADE / SUB-CONTRACTORWITHOUT FIRST RECEIVING PERMISSION ANDDIRECTION FROMPROBuild,(317)834 5380,SHALL BE CONTRACTOR/ BUILDERRESPONSIBILITY!NO EXCEPTIONS 3D VIEW 1 3D VIEW 2 CUSTOMER:JOB NAME &MODEL: 04/21/22