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HomeMy WebLinkAbout42300013 - GR3 84 - Floor LayoutLayout Name 84 Gramercy Description 9804-C Created June 24, 2019 Revised October 11, 2021 Builder David Weekley Homes Sales Rep Jeremiah Maeda Designer Juan Varela Contract Lumber 200 Schofield Drive Columbus , OH 43213 614.751.1109 2nd Flr. I Joist Label Description Width Depth Qty Plies Pcs Length J3 LPI 20Plus 2.5 14 1 13-3-8 J4 LPI 20Plus 2.5 14 8 13-3-8 J5 LPI 20Plus 2.5 14 6 4-8-12 J6 LPI 20Plus 2.5 14 4 18-10-14 J7 LPI 20Plus 2.5 14 5 21-0-12 J12 LPI 20Plus 2.5 14 3 19-1-8 J13 LPI 20Plus 2.5 14 2 3-5-8 J14 LPI 20Plus 2.5 14 2 3-7-12 J15 LPI 20Plus 2.5 14 7 4-10-12 J16 LPI 20Plus 2.5 14 4 19-9-4 J17 LPI 20Plus 2.5 14 6 19-9-4 J18 LPI 20Plus 2.5 14 5 20-11-2 F4 LPI 20Plus 2.5 14 2 4-10-12 F6 LPI 20Plus 2.5 14 1 2 2 19-1-8 LVL/LSL Label Description Width Depth Qty Plies Pcs Length DB1 LP-LSL 1.75E 1.75 9.25 1 2 2 10-0-0 F1 LP-LSL 1.75E 1.75 14 1 4-0-0 F2 LP-LSL 1.75E 1.75 14 1 9-0-0 F3 LP-LSL 1.75E 1.75 14 1 3 3 16-0-0 D2 LP-LVL 2900Fb-2.0E 1.75 16 1 2 2 20-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 LP APA Rated OSB 1.125 X 14 1.125 14 16 12-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 14 4-0-0 D3 SP #2 1.5 9.25 1 4-0-0 DB2 SP #2 1.5 9.25 1 2 2 4-0-0 DB3 SP #2 1.5 9.25 1 2 2 12-0-0 DB4 SP #2 1.5 9.25 1 3 3 14-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners EXTRA 6 THFI2514 (Max) 14 10d H1 22 IHFL2514 (Min) 12 10d H3 13 TFL2514 6 10d 2 10dx1 1/2 H5 1 THF25112-2 16 10dx1 1/2 6 10d 2nd Flr. 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 1'2 11/16" 1'2 3/16" 2' 1'7" SHIFT JOIST 3" TO AVOID PLBG SHIFT JOIST 3" TO AVOID PLBG HOLD OFF 16" HOLD OFF 16" KNEE WALL TO SHEATHING KNEE WALL TO SHEATHING E1N SE EMPIEZA AQUI START LAYOUT 19.2" O.C. SE EMPIEZA AQUI START LAYOUT 19.2" O.C. B5-0 A3 A3 A3 A3 10" HOLE CHASE 30"x30" 10" HOLE CHASE 10" HOLE CHASE 10" HOLE CHASE 10" HOLE CHASE 10" HOLE CHASE 2 JACKS REQUIRED A3 EA. END A7 A7 A7 (3)2x6 COLUMN J4 - @ 19.2" J5 - @ 19.2" 2 X J13 2 X J14 J15 J12 - @ 19.2" J18 - @ 19.2" J6 - @ 19.2" J16 - @ 19.2" J7 - @ 19.2" J17 - @ 19.2" 2 X J17 F2 ( 1 ply ) DB3 ( 2 ply ) F3 ( 3 ply ) DB1 ( 2 ply ) F4 ( 1 ply ) F4 ( 1 ply ) D3 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D2 ( 2 ply ) PS PS PS PS H1 H5 H1 H1 H1 H3 H3 Reviewed By: LAYOUT NOT TO SCALE ROOF 3 JACKS REQ. THIS END GIRDER TRUSS DB3 ( 2 ply ) GIRDER TRUSS D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) D1 ( 1 ply ) Roof LVL/LSL Label Description Width Depth Qty Plies Pcs Length D5 LP-LSL 1.75E 1.75 9.25 1 4-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 16 4-0-0 DB3 SP #2 1.5 9.25 1 2 2 12-0-0 DB2 SP #2 1.5 9.25 1 2 2 4-0-0 DB5 SP #2 1.5 11.25 1 2 2 14-0-0 Version 20.60.158 Powered 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