15120721JF1 PP - FS 3-16-16ProductsPlotID Length Product Plies Net QtyB4-3 12' 0" 1-3/4x11-7/8 LP-LSL 1.75E 3 3B3-2 12' 0" 1-3/4x14 LP-LVL 2900Fb-2.0E 4 4Truss Connector Total ListManuf Product QtyUSP MSH422 3USP MSH422IF 3THO35160 5UNIT A1 - THREE BEDROOM UNITUNIT A2 - TWO BEDROOM UNITRadon Pipe - route to avoidconflict with framingBeams are to be set top flush to top ofsill plates (-3" from bottom of subfloor)Radon Pipe - route to avoidconflict with framingB3-2B4-3F01F01F01F01F01F02F02F02F02F02F05F05F05F06F06F07F07F08F01GRF09F03GRF11F12F12F01LF02LF09F09F09F15GRF06AF06AF06AF06AF06AF06AF02ALF13F13F13F15F15F15F15F15F17F18F19F20F20F20F15F15F23F04AGRF05GRF04GRF06GRF07GRF08GRMSH422IFMSH422THO35160MSH422MSH422MSH422IFTHO35160THO35160THO35160THO35160MSH422IF3' 1"6' 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"36' 0"26' 0"1' 10 1/4"2' 0" 2' 0" 2' 0"1' 0" 2' 1 1/2"10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 5 3/4"10 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 3 1/4"8 3/4"1' 6 3/4"5 1/4"2' 0" 11 1/4"1' 0 3/4"2' 0" 2' 0" 2' 0" 4' 1 1/4"3' 1"7' 0"3' 1"11' 8 1/4"6' 10 3/4"11' 1 1/4"10' 2"5' 11 1/2"1' 5"2' 2 1/2"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, MA03/16/20161st 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