15120721JR-VH Duplex-031616-Truss PPTruss Connector Total ListManuf Product QtyUSP HUS26 20LedgerByOthers 23USP SNP3 5UNIT A2 - TWO BEDROOM UNITUNIT A1 - THREE BEDROOM UNITAll beams shown are included in 15120721JF2 or are loose lumber.Pitch and heel adjusted on this roof, sooverall height would match 3/12 10' shedroof. Also made hip meet corner.(Verify details are correct)B1-3B2-3B5-3B6-3B7-3B8-3B9-3B10-3B11-3M01GEM01AGEM02SGEM02SGEM03GEM04GECJ01G01J01J02J03J041M03ASNP3SNP3LedgerByOthersLedgerByOthersHUS26LedgerByOthersHUS26LedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersHUS26LedgerByOthersHUS26HUS26LedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersHUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26.SNP3SNP3(2) SNP3LedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersLedgerByOthersM01(9)M02(6)M03(11)M04(6)M05(7)M01A(3)6' 0" 24' 0" 1' 0"8' 0" 39' 0" 6' 0" 11' 0" 11' 0" 7' 0" 10' 0" 12' 0"14' 0" 8' 0" 16' 0" 2' 0"62' 0"10' 0" 14' 0"12' 0"15' 0" 9' 0" 2' 0"62' 0"6' 0" 36' 0"26' 0"16' 0"4' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0" 2' 0" 5 15/16"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"6' 0" 2' 0"Roof Area 2205.65 ft²Sheathing Count 90Overhang Lines 216.03Raked Lines 135.18Ridge Lines 72.25Hip Lines 13.44Valley Lines 34.89THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPUpper Ridge Phase IV DuplexVillage Hill Northampton, MA3/16/16Lower Roof Trusses-For Approval15120721JRThe following information is anapproximate and NOT guaranteed
Truss Connector Total ListManuf Product QtyUSP HUS26 12No additional trusses atUSW per D1/A3.1Scuttles to be field locatedbetween trusses as spaced.UNIT A2 - TWO BEDROOM UNITUNIT A1 - THREE BEDROOM UNITT10GET10GEG11T11GEV01V02V03HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26T10(13)T11(15)1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 25' 0" 1' 0"28' 0" 28' 0" 26' 0"8' 0" 16' 0"50' 0"26' 0"8' 0" 16' 0"50' 0"24' 0"3 1/2"4"3 1/2"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"4' 0"Roof Area 2205.65 ft²Sheathing Count 90Overhang Lines 216.03Raked Lines 135.18Ridge Lines 72.25Hip Lines 13.44Valley Lines 34.89THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPUpper Ridge Phase IV DuplexVillage Hill Northampton, MA3/16/16Upper Roof Trusses-For Approval15120721JRThe following information is anapproximate and NOT guaranteed