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HomeMy WebLinkAbout42230011 - GR2 55 - Floor LayoutLayout Name 55 Gramercy Description 9799 C Created June 21, 2019 Revised December 02, 2020 Builder David Weekley Homes Sales Rep Freddie Clapper Designer Juan C. Varela Contract Lumber 200 Schofield Drive Columbus , OH 43213 614.751.1109 2nd Flr. I Joist (Flush) Label Description Width Depth Qty Plies Pcs Length J1 LPI 20Plus 2.5 14 2 3-8-14 J3 LPI 20Plus 2.5 14 12 17-9-6 J7 LPI 20Plus 2.5 14 13 21-9-12 J9 LPI 20Plus 2.5 14 4 17-9-12 LVL/LSL (Flush) Label Description Width Depth Qty Plies Pcs Length F1 LP-LVL 2900Fb-2.0E 1.75 14 1 4-0-0 F2 LP-LVL 2900Fb-2.0E 1.75 14 1 6-0-0 F3 LP-LVL 2900Fb-2.0E 1.75 14 1 2 2 22-0-0 LVL/LSL (Dropped) Label Description Width Depth Qty Plies Pcs Length DB4 LP-LVL 2900Fb-2.0E 1.75 9.5 1 2 2 12-0-0 DB3 LP-LVL 2900Fb-2.0E 1.75 14 1 3 3 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 12 12-0-0 Lumber (Dropped) Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 6 4-0-0 D2 SP #2 1.5 5.5 2 2 4 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 18-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners H1 1 IUS1.81/14 (Max)14 10d 2 10dx1 1/2 H3 14 IUS2.56/14 (Max)14 10d 2 10dx1 1/2 2nd Flr. Design Method ASD (USA) Building Code IBC/IRC 2015 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 0 Dead 20 Snow 20 Deflection Joist LL Span L/360 TL Span L/240 LL Cant 2L/360 TL Cant 2L/240 Deflection Girder LL Span L/360 TL Span L/240 LL Cant 2L/360 TL Cant 2L/240 Decking Decking OSB 5/8 APA Rated Sturd- I-Floor Fastener Nailed Only9'2"ADJUST PLUMBING TO AVOID JOIST FLANGE 16" O.C.START LAYOUTSE EMPIEZA AQUI10" HOLE CHASE10" HOLE CHASE(3) 2x6 12"12"24"24" O.C.CHANGE LAYOUTSE EMPIEZA AQUI24" X 24" 6K/8K E1N A3 A3 A3 A3 A7 A7 A7 2 JACKS REQ.2 X J1J9 @ 24"J9J3 @ 24"2 X J3J3 @ 24"J7 @ 16"F3 ( 2 ply )DB4 ( 2 ply )F2 ( 1 ply ) F1 ( 1 ply ) DB2 ( 2 ply )DB1 ( 2 ply )DB3 ( 3 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply ) D1 ( 1 ply )D1 ( 1 ply )D2 ( 2 ply )D2 ( 2 ply ) PSH3H3H1 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 ROOF 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 )D4 ( 1 ply )D4 ( 1 ply ) Roof Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 9 4-0-0 D4 SP #2 1.5 7.25 2 4-0-0 1.LB-: Lateral bracing is required along the top of the beam where this symbol is present. The number "- #" in the label represents the maximum on center spacing in feet for the required lateral bracing. This number may vary for different beams. If you are unsure how to apply the lateral bracing please contact the design professional for this job. 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