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HomeMy WebLinkAbout42300016 - GR3 87 - Floor LayoutLayout Name 87 Gramercy Description 3144 A Created October 29, 2020 Revised September 17, 2021 Builder David Weekley Homes Sales Rep Jeremiah Maeda Designer Juan Varela Contract Lumber 200 Schofield Drive Columbus , OH 43213 614.751.1109 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 Roof 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 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 construction2'HOLE CHASEHOLE CHASEHOLE CHASEHOLE CHASE HOLE CHASE A7 A7 A3 A3 A3 2-2x4 BEARING COLUMN W/ THICKENED SLAB A7 A3 A7 A3 E1N SHIFT JOIST 8" TO AVOID PLBG A6A6 A6 HOLD 12"2 JACKS REQ. THIS END 2 JACKS REQ. THIS END SE EMPIEZA AQUISTART LAYOUT19.2" O.C.ATTACH BEAM W/6¾" SDW SCREWS PER MULTIPLY DETAIL 19.2" O.C. START LAYOUT SE EMPIEZA AQUI J3 J7 -@ 19.2"J7 2 X J62 X J52 X J9J4 -@ 19.2"2 X J10J22 X J2J11 -@ 19.2"J8J10 -@ 19.2"J1F10 ( 2 ply )F7 ( 4 ply )DB1 ( 2 ply ) DB3 ( 2 ply ) F3 ( 1 ply ) F1 ( 1 ply ) F1 ( 1 ply )F2 ( 1 ply )F2 ( 1 ply )DB5 ( 2 ply )DB4 ( 2 ply )DB2 ( 2 ply )F5 ( 2 ply )F6 ( 2 ply )F4 ( 1 ply )D2 ( 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 )D1 ( 1 ply )D4 ( 1 ply )PSPS PS PS H1H2H1 H3 H3 H3 H1H1H4 H1H1Reviewed By: LAYOUT NOT TO SCALE GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 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 )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 D1 SP #2 1.5 5.5 17 4-0-0 2nd Floor I Joist Label Description Width Depth Qty Plies Pcs Length J2 LPI 20Plus 2.5 14 3 22-9-10 J11 LPI 20Plus 2.5 14 1 22-9-2 J11 LPI 20Plus 2.5 14 3 22-9-0 J10 LPI 20Plus 2.5 14 2 20-9-10 J10 LPI 20Plus 2.5 14 3 20-9-0 J1 LPI 20Plus 2.5 14 1 20-9-0 J8 LPI 20Plus 2.5 14 1 20-8-14 J9 LPI 20Plus 2.5 14 2 18-3-10 J3 LPI 20Plus 2.5 14 1 18-3-10 J4 LPI 20Plus 2.5 14 11 17-10-10 J6 LPI 20Plus 2.5 14 2 11-3-2 J5 LPI 20Plus 2.5 14 2 8-4-4 J7 LPI 20Plus 2.5 14 11 6-3-14 F6 LPI 20Plus 2.5 14 1 2 2 23-0-0 F10 LPI 20Plus 2.5 14 1 2 2 23-0-0 F5 LPI 20Plus 2.5 14 1 2 2 18-3-10 F4 LPI 20Plus 2.5 14 1 11-7-14 RANDOM LENGTH RIM LPI 20Plus 2.5 14 1 51-0-0 LVL/LSL Label Description Width Depth Qty Plies Pcs Length D3 LP-LSL 1.75E 1.75 9.25 1 4-0-0 F7 LP-LSL 1.75E 1.75 14 1 4 4 18-0-0 F3 LP-LSL 1.75E 1.75 14 1 14-0-0 F1 LP-LSL 1.75E 1.75 14 2 10-0-0 F2 LP-LSL 1.75E 1.75 14 2 4-0-0 DB1 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 9 12-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 8 4-0-0 DB5 SP #2 1.5 7.25 1 2 2 22-0-0 DB4 SP #2 1.5 7.25 1 2 2 8-0-0 DB2 SP #2 1.5 7.25 1 2 2 6-0-0 D2 SP #2 1.5 7.25 1 4-0-0 DB3 SP #2 1.5 9.25 1 2 2 4-0-0 D4 SP #2 1.5 9.25 1 4-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners H1 31 IHFL2514 (Min)12 10dx1 1/2 H2 1 THF25112-2 16 10dx1 1/2 6 10d H3 3 ITS1.81/14 2 10d H4 1 THF17140 (Max)20 10dx1 1/2 2 10dx1 1/2 Multi-Ply Fastener Qty Length Description 34 6.74"SDW22634 Multi-Ply Fastening 2nd Floor F7-A Fasten all plies using 3 rows of SDW22634 at 24" o.c. except for regions covered by concentrated load fastening. Fasten at concentrated side load each side of concentrated load at 1-6-1 with 1 column 3 rows of SDW22634 Fasten at concentrated side load each side of concentrated load at 17-6-1 with 1 column 3 rows of SDW22634 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