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HomeMy WebLinkAbout20-1106A (2)ProductsPlotID Length ProductPlies Net QtyBM6 27' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 3 3BM4 23' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 3 3BM7 15' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 3 3BM8 14' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 3 3BM5 13' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 3 3BM2 8' 0" 2x10 SPF No.2 2 2BM1 3' 0" 2x10 SPF No.2 2 2BM3 3' 0" 2x10 SPF No.2 2 2Connector SummaryQty Manuf Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Backer Blocks Web Stiff Skew Slope Supporting Mtl Supported Mtl1 HHUS5.50/10 None - - - No No - - DIMENSION_LUMBER_DF 3- 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SPTruss Connector Total ListManuf Product QtyHCP2 2LGT2 1LU24 21LU26 13Simpson One H2.5A 135TJC37 6Two H2.5A 1HHUS5.50/1016' 9"21' 3"24' 8"13' 9 1/4"22' 4"9' 4"17' 2 3/4"62' 8"32' 1"37' 7"69' 8"62' 8"23' 4"3' 0" 46' 10"69' 8"1' 0"12' 7"7' 3"6' 4"8' 9"6' 2"3' 0 1/2"R1049B1G1M1C1GD1F1E1D1D3H1H2H3K1M3M5A1A1GD2G D 2 J1J1J2J2V1V2V3V4P1TJC37HCP2T JC 3 7 HCP2TJC37TJC37TJC37TJC37LGT2LU24LU24LU26LU26LU24B2(7) B3(3)M2(13)C2(8) C3(3)D2(2)P2(11)K2(3)K3(3)M4(10)A2(17)M6(3)2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 1 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" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 4"1' 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" 2' 0" 2' 0" 1' 7"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" 2' 0" 7"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"4"Floor Area: 0Roof Area: 4370.23Hip Lines: 18.16Horizontal OH: 256.49Rake OH: 245.19Valley Lines: 36.78Ridge Lines: 107.19THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________ROOF TRUSS PLACEMENT DIAGRAMDesigner:Order #:Lot #:02/25/20Subdivision:Date:Client:Model:Job Name:Grace ResidenceSales Rep: