5. Gorman Bishop 2nd Floor & Roof PP UFPHeader Assumed Flush TopTo Provide Adequate Height(8' 0") For Window Below.Please Verify.Attach 2x Scab OnEither Truss To KeepMax Spacing To 2ft.Wall thicknessPost Down toFoundation.All Beams to beSupplied By Others.PBO1PBO9B2-3B3-2B1-2F01LF06GRF02F01GRF02BF07LF02GRF02A F02A F04THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THO35160THO35160THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THO35160THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THD414IFLTHF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112THF35112HD414IFTHF35112THF35112THF35112THF35112THF35112HD414IFTHF35112THF35112HD414IFTHF35112THF35112THF35112THF35112THF35112THF35112THF35112HD414IFTHF35112F01(8)F03(12)F06(14)1' 6" 9' 0" 22' 0" 2' 0" 15' 6"50' 0" 1' 6" 7' 0" 11' 6"30' 0" 50' 0" 27' 8 1/2"15' 0"14' 0"1' 0" 20' 0"10' 4 1/2"17' 7 1/2"105' 8 1/2"28' 0"13' 8 1/2"46' 0"18' 0"105' 8 1/2"10"9"14' 8 1/2"4' 11"1' 6"7' 6"4' 0" 1' 2 1/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 6 3/4"1' 4"1' 1 1/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"11 3/4"2' 5"5 1/2"2' 1 1/2"1' 3"2' 10 1/2"2' 9"1' 3"36' 0"26' 0" 3' 11 3/4"2 1/4"15' 9 1/2"Truss Connector Total ListManuf Product QtyUSPHD414IF 4USPTHD414IFL 1USPTHF35112 59THO35160 3ProductsPlotIDLength Product Plies Net QtyB1-2 36' 0" 1.75" x 16" 2.0E PWLVL 2 2B2-3 18' 0" 1.75" x 16" 2.0E PWLVL 3 3B3-2 14' 0" 1.75" x 16" 2.0E PWLVL 2 2THIS 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 UFPGorman Bishop HouseR.K. Miles Hatfield12/7/16For Construction16053203JF-2 MLH3½"maxShifting of Truss Because of Obstruction24"oc27½"ocmaxspace2x4Floor truss can be shifted 3½" to avoid obstructions dueto plumbing, electrical, HVAC, etc. It is recommendedthat a 2x4 is attached to the top chords of the increasedspaced side of trusses to accommodate plywooddecking engineering criteria.ONLY ONE PER OCSPACING07F10Floor Truss to Beam Face Mount HangerLeft End ofTruss SymbolF09Left End of Truss Symbol*Note; To be used with truss drawings / Wood trussdoes not have symbol on it.Left End of Truss SymbolTop Chord BearingSupporting StructureF04F022x Ribbon BandBottom Chord Bearing with 2x Ribbon
Truss Connector Total ListManuf Product QtyUSP JL26 930 PSF Live Load10 PSF Dead Load inAttic Space. PleaseVerify.Plate Height: 7' 6-1/4"Heel Height: 2' 2"Overhang: 1' 6"Plate Height: 8' 1-1/8"Heel Height: 1' 6"Overhang: 1' 6"Relative to Top Of 2ndFloor SubfloorPlate Height: 9' 1-1/8"Heel Height: 1' 6"Overhang: 1' 6"Plate Height: 8' 1-1/8"Heel Height: 1' 6"Overhang: 10"Plate Height: 8' 4"Heel Height: 10-5/8"Overhang: 10"Please Confirm All PlateHeights, Heel Heights, andOverhangs. All Plate HeightsAre Relative to Top Of 1st FloorSubfloor Unless Noted.Please Verify PorchDimensions.Flat Ceiling To Be FieldFramed Into Vaulted CeilingIn Office. Please VerifyDimensions.T01AGE T01T01T01T01T01T01T01T05GE T04GE T01SGET01GET02GEM01GEM01M02M02M02M02M02M03M02GEM02M02PB01GEPB01PB01PB01PB01PB01PB01PB01PB01PB02JL26JL26JL26JL26JL26JL26JL26JL26JL26T02(10)T03(8)T04(13)T05(7)10' 4 1/2"7' 6"1' 6" 7' 0" 20' 0"1' 0" 14' 0"15' 0"27' 8 1/2"28' 0"13' 8 1/2"10"22' 0" 3' 0" 5' 0" 46' 0"15' 6"18' 0"30' 0" 17' 7 1/2"36' 0"5' 6"5' 6"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"1' 10 1/2"1' 10" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/2"1 1/2"1' 10 1/2"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"2' 0"2' 0"2' 0"1' 10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"11' 0" 9' 0" 1' 6"4' 0" 10"14' 3"8' 11"10"10"10"10"15' 9"Roof Area 4230.21Sheathing Count 145Overhang Lines 250.58Raked Lines 262.75Ridge Lines 114.71Hip Lines 0Valley Lines 0THIS 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 UFPGorman Bishop HouseR.K. Miles Hatfield1/5/17For Construction16053203J MLHThe following information is anapproximate and NOT guaranteed