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Home My WebLink About42230036 - GR2 132 - Floor LayoutLayout Name 132 Gramercy Description B762 A Created October 25, 2021 Revised July 14, 2022 Builder David Weekly Homes Sales Rep Jeremiah Maeda Designer Juan Varela Contract Lumber 200 Schofield Drive Whitehall, Ohio USA 43213-3803 2nd Floor I Joist Label Description Width Depth Qty Plies Pcs Length J1 LPI 20 Plus 2.5 14 4 16-1-2 J2 LPI 20 Plus 2.5 14 2 22-9-6 J4 LPI 20 Plus 2.5 14 3 12-5-0 J5 LPI 20 Plus 2.5 14 1 18-11-8 J6 LPI 20 Plus 2.5 14 2 16-3-12 J7 LPI 20 Plus 2.5 14 27 21-9-12 F5 LPI 20 Plus 2.5 14 1 2 2 13-8-2 LVL/LSL Label Description Width Depth Qty Plies Pcs Length D4 LP-LSL 1.35E 1.5 11.875 1 2 2 21-0-0 F3 LP-LSL 1.35E 1.5 14 1 14-0-0 F4 LP-LSL 1.35E 1.5 14 1 4-0-0 F6 LP-LSL 1.35E 1.5 14 3 6-0-0 F10 LP-LSL 1.35E 1.5 14 1 12-0-0 F11 LP-LSL 1.35E 1.5 14 1 2 2 24-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 LP APA Rated OSB 1.125 X 14 1.125 14 13 12-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 5 4-0-0 D3 SP #2 1.5 7.25 6 4-0-0 DB1 SP #2 1.5 9.25 1 2 2 6-0-0 DB2 SP #2 1.5 9.25 1 2 2 8-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners H1 4 HD27112 (Min)16 10dx1 1/2 8 10dx1 1/2 H2 2 HDQ1714IF H3 1 SUH214 (Min)12 10d 8 10dx1 1/2 H4 13 IHFL2514 (Min)12 10dx1 1/2 2nd Floor Design Method ASD (USA) Building Code IRC 2018 Floor Loads Live 40 Dead 10 Deflection Joist LL Span L/480 TL Span L/240 Deflection Flush Girder LL Span L/480 TL Span L/240 Deflection Dropped Girder LL Span L/480 TL Span L/240 Deflection Header LL Span L/480 TL Span L/240 Decking Decking OSB 23/32 APA Rated Sturd- I-Floor Fastener Nailed & Glued Roof Loads Live 40 Dead 10 Deflection Joist LL Span L/480 TL Span L/240 Deflection Flush Girder LL Span L/480 TL Span L/240 Deflection Dropped Girder LL Span L/480 TL Span L/240 Deflection Header LL Span L/480 TL Span L/240 Decking Decking SPF Plywood 5/8 APA Rated Sturd- I-Floor Fastener Nailed Only General Notes -It is the sole responsibility of the builder/installer to follow this layout exactly. Notify Contract Lumber of any discrepancies between this layout and field conditions. Contract Lumber is not liable for any field changes without prior approval. -Refer to details in the installation guide prior to construction 2 JACKS REQUIRED EA. END BEAM UNDER P.T. LOAD A3 A3 A3 A7 A7 SHIFT JOIST 2" TO AVOID PLBG CANTILEVERSE EMPIEZA AQUISTART LAYOUT16" O.C.E1S 2 X J6J7 -@ 16"J4 -@ 16"J5J1 -@ 16"2 X J2J7 -@ 16"F11 ( 2 ply )DB2 ( 2 ply )DB1 ( 2 ply ) F5 ( 2 ply )F3 ( 1 ply )F10 ( 1 ply ) F6 ( 1 ply ) F6 ( 1 ply )F6 ( 1 ply )F4 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D4 ( 2 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply ) PS H2 H3 H2H1-wsH4H1-wsH4H4Reviewed By: LAYOUT NOT TO SCALE GIRDER TRUSS HIP TRUSSHIP TRUSSGIRDER TRUSS D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D2 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply ) D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )Roof Lumber Label Description Width Depth Qty Plies Pcs Length D2 SP #2 1.5 5.5 1 6-0-0 D1 SP #2 1.5 5.5 9 4-0-0 D3 SP #2 1.5 7.25 3 4-0-0 Version 21.80.417Powered by iStructDataset: 22061001.1 This placement plan is to be used as an installation guide only. It is meant to be used in conjunction with the manufacturers installation guide, thearchitectural and structural drawings, and not to replace them.