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HomeMy WebLinkAbout42240031 - WWC 31 - Floor LayoutLayout Name 31 Woodside at West Clay Description 5890-A Created March 27, 2019 Revised October 14, 2020 Builder David Weekley Homes Sales Rep Freddie Clapper Designer Blake Sorg Contract Lumber 200 Schofield Drive Columbus , OH 43213 614.751.1109 Main I Joist Label Description Width Depth Qty Plies Pcs Length J1 LPI 18 2.5 11.875 3 5-0-0 J2 LPI 18 2.5 11.875 1 12-0-0 J3 LPI 18 2.5 11.875 3 18-0-0 J4 LPI 18 2.5 11.875 5 27-0-0 J5 LPI 18 2.5 11.875 11 33-0-0 J6 LPI 18 2.5 11.875 9 38-0-0 J7 LPI 18 2.5 11.875 9 28-0-0 J8 LPI 18 2.5 11.875 4 6-0-0 J9 LPI 18 2.5 11.875 2 9-0-0 J10 LPI 18 2.5 11.875 4 11-0-0 J11 LPI 20Plus 2.5 11.875 9 37-0-0 LVL/LSL Label Description Width Depth Qty Plies Pcs Length F1 LP-LSL 1.55E 1.75 11.875 1 4-0-0 F2 LP-LSL 1.55E 1.75 11.875 1 5-0-0 F3 LP-LSL 1.55E 1.75 11.875 1 8-0-0 DB1 LP-LVL 2900Fb-2.0E 1.75 11.875 1 2 2 18-0-0 DB10 LP-LVL 2900Fb-2.0E 1.75 11.875 1 3 3 27-0-0 F7 LP-LVL 2900Fb-2.0E 1.75 11.875 2 5-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 LP APA Rated OSB 1.125 X 11.875 1.125 11.875 22 12-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D6 SP #2 1.5 5.5 2 2 4 4-0-0 DB4 SP #2 1.5 5.5 1 2 2 4-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners H1 1 IUS1.81/11.88 (Max)10 10dx1 1/2 2 10dx1 1/2 H2 7 IUS2.56/11.88 (Max)10 10dx1 1/2 2 10dx1 1/2 Steel Beam Label Description Width Depth Qty Plies Pcs Length DB2 W 8X24 6.495 7.93 1 28-0-0 Main 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 2'6 1/2" 11'2"8'10 1/4"10'8"15'10"8'8"17'7 3/4"2'B5-0B5-0 B5-0B5-0 A7A7 A7A7 A3A3 A3A3 24"24"36"x36"36"x36" A7A7 A3A3 A3A3 A7A7 A7A7 A3A3 SHIFT JOIST 3" TO AVOID PLBG SHIFT JOIST 3" TO AVOID PLBG19.2" O.C.SE EMPIEZA AQUISTART LAYOUTDO NOT MODIFY BEAM. ADJUST PLUMBING AS NEEDED TO AVOID LVL. EXTRA JOISTS UNDER KITCHEN ISLAND ABOVE 8" HOLE CHASE8" HOLE CHASE42"x42" STEEL COLUMN 30"x30"3 -2x6 COLUMN STEEL COLUMN A3A3 24"x24" B5-0 3 -2x6 COLUMN J3 @ 19.2"J7 @ 19.2"J1 @ 19.2"J8 @ 19.2"2 X J9J6 @ 19.2"J2J5 @ 19.2"J5 J5 J5 J11 @ 19.2"J112 X J11J4 @ 19.2"J10 J10 J10 J10 DB1 ( 2 ply )DB2 ( 1 ply )DB4 ( 2 ply )F3 ( 1 ply )F2 ( 1 ply ) F1 ( 1 ply )DB10 ( 3 ply )F7 ( 1 ply )F7 ( 1 ply )D6 ( 2 ply )D6 ( 2 ply )PS PS PS PS PS H1H2H2Reviewed By: LAYOUT NOT TO SCALE Roof GIRDER TRUSS GIRDER TRUSS GIRDER TRUSSG.T.HIP TRUSSGIRDER TRUSSGIRDER TRUSSDB8 ( 2 ply ) DB7 ( 2 ply )DB6 ( 2 ply )DB5 ( 2 ply )DB3 ( 2 ply )DB9 ( 2 ply )GIRDER TRUSS GIRDER TRUSSGIRDER TRUSSD7 ( 1 ply )D8 ( 2 ply )D4 ( 1 ply )D1 ( 2 ply )D3 ( 1 ply )D3 ( 1 ply )D3 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D2 ( 1 ply )D5 ( 1 ply )D5 ( 1 ply )D5 ( 1 ply )D5 ( 1 ply )Roof LVL/LSL Label Description Width Depth Qty Plies Pcs Length DB3 LP-LVL 2900Fb-2.0E 1.75 9.5 1 2 2 25-0-0 D7 LP-LVL 2900Fb-2.0E 1.75 9.5 1 4-0-0 DB6 LP-LVL 2900Fb-2.0E 1.75 11.875 1 2 2 35-0-0 DB5 LP-LVL 2900Fb-2.0E 1.75 11.875 1 2 2 16-0-0 D8 LP-LVL 2900Fb-2.0E 1.75 11.875 1 2 2 13-0-0 D1 LP-LVL 2900Fb-2.0E 1.75 14 1 2 2 20-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D3 SP #2 1.5 5.5 3 6-0-0 D2 SP #2 1.5 5.5 13 4-0-0 DB8 SP #2 1.5 7.25 1 2 2 8-0-0 DB7 SP #2 1.5 7.25 1 2 2 4-0-0 D4 SP #2 1.5 7.25 1 4-0-0 D5 SP #2 1.5 9.25 4 4-0-0 DB9 SP #2 1.5 11.25 1 2 2 10-0-0 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