15120721JF2 PP - FS 3-16-16ProductsPlotID Length Product Plies Net QtyD8-3 12' 0" 1-3/4x9-1/2 LP-LSL 1.75E 3 3D9-3 8' 0" 1-3/4x9-1/2 LP-LSL 1.75E 2 2D5-3 14' 0" 1-3/4x7-1/4 LP-LVL 2900Fb-2.0E 3 3D2-3 12' 0" 1-3/4x7-1/4 LP-LVL 2900Fb-2.0E 3 3D1-3 8' 0" 1-3/4x7-1/4 LP-LVL 2900Fb-2.0E 3 3D7-3 12' 0" 1-3/4x9-1/2 LP-LVL 2900Fb-2.0E 3 3D11-3 12' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 3 3F6-3 24' 0" 1-3/4x18 LP-LVL 2900Fb-2.0E 3 3F10-3 10' 0" 1-3/4x18 LP-LVL 2900Fb-2.0E 2 2Connector SummaryQty Manuf Product1 USP HDQ412IF1 USP HDQ610IFTruss Connector Total ListManuf Product QtyMSH422 8USP MSH422IF 1USP MSH426 3UNIT A2 - TWO BEDROOM UNITUNIT A1 - THREE BEDROOM UNITRadon Pipe - route to avoidconflict with framingRadon Pipe - route to avoidconflict with framingBeams with "D" prefix are dropped below framing.Beams with "F" prefix are flush with framingD1-3D2-3D5-3F6-3D7-3D8-3D9-3F10-3D11-3F24F09GRF03LF25F25F25F26F26F27F27F27F28F29F10GRF11GRF12GRF12GRF30F04LF26F05LF06LF07LF31F32F32F32F32F13GRF33F34GRF34F34F34F35F35F36F14GRF37HDQ412IFMSH426MSH422MSH422MSH422MSH422MSH422MSH422MSH426 MSH426MSH422MSH422HDQ610IFMSH422IF6' 0" 24' 0" 1' 0"8' 0" 39' 0" 4' 0" 6' 0" 11' 0" 11' 0" 7' 0" 39' 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"5' 2"10' 0 1/2"3' 4 3/4"4' 11 1/2" 10' 10"4' 5 1/2"3' 1"3' 1"1' 8 1/4"2' 2" 2' 0"1' 8 1/2"2' 3 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 5 3/4"6 1/4"1' 10 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 10 3/4"2' 1 1/4"2' 0" 2' 0" 6' 0" 36' 0"26' 0"2' 6 1/2"2' 9 1/2"16' 0"2' 2 1/2"4' 5 1/2"1' 11"7' 8 3/8"THIS 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, MA03/16/20162nd Flr. For Approval15120721BF012x6 (Min) StrongbackRestrain @ Each EndSecure with (3) 16d Nails @ Each VerticalLocate as Close to Bottom Chord as PossibleStrongbacks Spaced at 10'-0" (Max) areRequiredto Maintain Certain Fire AssembliesStrongbacks are Recommended toMinimize VibrationPlated Floor-Truss Strongback Details(2) 16d Nails @ Top & Bottomof 2x4 Vertical BlockF022x Ribbon BandBottom Chord Bearing with 2x RibbonSupporting StructureInterior BearingF03Top Chord BearingSupporting StructureF043½"maxShifting of Truss Because of Obstruction24"oc27½"ocmaxspace2x4Floor truss can be shifted 3½" to avoid obstructions due toplumbing, electrical, HVAC, etc. It is recommended that a 2x4is attached to the top chords of the increased spaced side oftrusses to accommodate plywood decking engineering criteria.ONLY ONE PER OC SPACING07