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HomeMy WebLinkAbout42230024 - GR2 78 - Floor LayoutLayout Name 78 Gramercy Description B762 A Created October 25, 2021 Revised February 08, 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 20Plus 2.5 14 4 16-0-10 J2 LPI 20Plus 2.5 14 2 22-9-2 J4 LPI 20Plus 2.5 14 3 12-4-8 J5 LPI 20Plus 2.5 14 1 18-11-4 J6 LPI 20Plus 2.5 14 2 16-3-12 J7 LPI 20Plus 2.5 14 27 21-9-12 F5 LPI 20Plus 2.5 14 1 2 2 13-8-2 LVL/LSL Label Description Width Depth Qty Plies Pcs Length D4 LP-LSL 1.55E 1.75 11.875 1 2 2 21-0-0 F1 LP-LSL 1.75E 1.75 14 2 5-0-0 F2 LP-LSL 1.75E 1.75 14 1 6-0-0 F3 LP-LSL 1.75E 1.75 14 1 14-0-0 F4 LP-LSL 1.75E 1.75 14 1 4-0-0 F10 LP-LSL 1.75E 1.75 14 1 11-0-0 F11 LP-LSL 1.75E 1.75 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 13 IHFL2514 (Min) 12 10dx1 1/2 H2 2 HDQ1714IF H3 1 THF17140 (Max) 20 10d 2 10dx1 1/2 H4 3 HD27112 (Min) 16 10dx1 1/2 8 10dx1 1/2 H6 1 IHF2514 (Min) 12 10dx1 1/2 2 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 LL Cant 2L/480 TL Cant 2L/240 Deflection Girder LL Span L/480 TL Span L/240 LL Cant 2L/480 TL Cant 2L/240 Decking Decking OSB 23/32 APA Rated Sturd- I-Floor Fastener Nailed & Glued 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 E1N SHIFT JOIST 2" TO AVOID PLBG SE EMPIEZA AQUISTART LAYOUT16" O.C.CANTILEVER J6 J6J7 -@ 16"J4 -@ 16"J5J1 -@ 16"2 X J2J7 -@ 16"F3 ( 1 ply )F10 ( 1 ply ) F2 ( 1 ply ) F1 ( 1 ply )F1 ( 1 ply )F4 ( 1 ply )DB2 ( 2 ply )DB1 ( 2 ply ) F5 ( 2 ply ) F11 ( 2 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply ) D4 ( 2 ply ) D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )PS H2 H3 H2 H1H4H1H6H1H4H1H1Reviewed By: LAYOUT NOT TO SCALE GIRDER TRUSSHIP TRUSSHIP TRUSSGIRDER TRUSS 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 )D3 ( 1 ply )D3 ( 1 ply ) D3 ( 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 20.60.158Powered by iStruct This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them 03/15/22