Loading...
HomeMy WebLinkAboutLots 116_117_118 Floor LayoutLayout Name Building 23 Description Lots 116,117,118 Gramercy Created June 19, 2019 Revised May 05, 2022 Builder David Weekley Homes Sales Rep Freddie Clapper 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 J1 LPI 20Plus 2.5 14 2 11-11-14 J2 LPI 20Plus 2.5 14 2 15-8-8 J3 LPI 20Plus 2.5 14 6 20-5-2 J5 LPI 20Plus 2.5 14 5 15-8-8 J6 LPI 20Plus 2.5 14 3 15-8-8 J7 LPI 20Plus 2.5 14 1 15-8-8 J8 LPI 20Plus 2.5 14 1 15-8-8 J9 LPI 20Plus 2.5 14 11 15-8-8 J10 LPI 20Plus 2.5 14 2 20-5-2 J11 LPI 20Plus 2.5 14 6 11-11-14 J12 LPI 20Plus 2.5 14 8 21-5-2 J13 LPI 20Plus 2.5 14 6 20-5-2 J14 LPI 20Plus 2.5 14 6 20-5-2 J15 LPI 20Plus 2.5 14 8 21-5-2 J16 LPI 20Plus 2.5 14 2 20-5-2 J17 LPI 20Plus 2.5 14 8 16-9-8 J18 LPI 20Plus 2.5 14 7 20-5-2 J19 LPI 20Plus 2.5 14 1 20-5-2 J20 LPI 20Plus 2.5 14 8 16-9-8 F2 LPI 20Plus 2.5 14 1 2 2 15-8-8 F4 LPI 20Plus 2.5 14 1 15-8-8 F8 LPI 20Plus 2.5 14 1 2 2 20-5-2 F9 LPI 20Plus 2.5 14 1 2 2 21-5-2 F10 LPI 20Plus 2.5 14 1 2 2 21-5-2 F11 LPI 20Plus 2.5 14 1 2 2 21-5-2 F12 LPI 20Plus 2.5 14 1 2 2 20-5-2 F13 LPI 20Plus 2.5 14 1 2 2 21-5-2 LVL/LSL Label Description Width Depth Qty Plies Pcs Length D2 LP-LSL 1.55E 1.75 11.875 1 2 2 13-0-0 F1 Versa-Lam 3100 2.0E 1.75 14 1 5-0-0 F6 Versa-Lam 3100 2.0E 1.75 14 2 8-0-0 F7 Versa-Lam 3100 2.0E 1.75 14 3 14-0-0 D3 Versa-Lam 3100 2.0E 1.75 22 2 2 4 22-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 LP APA Rated OSB 1.125 X 14 1.125 14 34 12-0-0 Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 10 4-0-0 D5 SP #2 1.5 5.5 2 6-0-0 D4 SP #2 1.5 7.25 4 4-0-0 DB1 SP #2 1.5 7.25 2 2 4 4-0-0 DB2 SP #2 1.5 7.25 4 2 8 8-0-0 D7 SP #2 1.5 11.25 2 4-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners H1 1 HUS179 30 16d 10 16d H2 1 THF17140 (Max) H3 24 IHFL2514 (Min)12 10dx1 1/2 H4 2 LSSH179 H5 2 IHF17112 (Max) 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 1'10 11/16"1'7 3/16"1'SHIFT JOIST 2" TO AVOID PLBG SHIFT JOIST 1" TO AVOID PLBG SHIFT JOIST 1" TO AVOID PLBG SHIFT JOIST 2" TO AVOID PLBG SHIFT JOIST 2" TO AVOID PLBG 10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASEHOLD OFF 16"HOLD OFF 16"10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASE10" HOLE CHASEE1NE1N A3 A3 A3 A7 A7 A7 A7 A7 A3 A3 A3 A3 SE EMPIEZA AQUISTART LAYOUT19.2" O.C.19.2" O.C.START LAYOUTSE EMPIEZA AQUI19.2" O.C.SE EMPIEZA AQUISTART LAYOUT2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. ENDA7 4 4 4 4 22 J19 J3 -@ 19.2"2 X J16J15 -@ 19.2"J20 -@ 19.2"J20 J14J14 -@ 19.2"J14 J13J13 -@ 19.2"J13 J12 -@ 19.2"2 X J10J18 -@ 19.2"J17 -@ 19.2"J17 2 X J2J5 -@ 19.2"J7 2 X J1J11 -@ 19.2"J6 -@ 19.2"J8 J92 X J9J9 -@ 19.2"F7 ( 1 ply )F7 ( 1 ply )F7 ( 1 ply )F6 ( 1 ply )F6 ( 1 ply )F1 ( 1 ply ) F12 ( 2 ply ) F10 ( 2 ply ) F9 ( 2 ply ) DB2 ( 2 ply )DB2 ( 2 ply )DB2 ( 2 ply )DB2 ( 2 ply )DB1 ( 2 ply )DB1 ( 2 ply )F4 ( 1 ply ) F8 ( 2 ply ) F11 ( 2 ply ) F13 ( 2 ply ) F2 ( 2 ply ) D5 ( 1 ply )D5 ( 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 ) D2 ( 2 ply )D4 ( 1 ply )D4 ( 1 ply )D4 ( 1 ply )D4 ( 1 ply )D7 ( 1 ply )D7 ( 1 ply )D3 ( 2 ply )D3 ( 2 ply ) H2 H1 H4 H5 H3H5 H3H4H3 Reviewed By: LAYOUT NOT TO SCALE 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 Layout Name Building 23 Description Lots 116,117,118 Gramercy Created June 19, 2019 Revised May 05, 2022 Builder David Weekley Homes Sales Rep Freddie Clapper Designer Juan Varela Contract Lumber 200 Schofield Drive Columbus , OH 43213 614.751.1109 Roof Lumber Label Description Width Depth Qty Plies Pcs Length D1 SP #2 1.5 5.5 6 4-0-0 D6 SP #2 1.5 9.25 18 4-0-0 Roof Design Method ASD (USA) Building Code IRC 2018 Floor 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 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 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 construction ROOF BY OTHERS TRUSSES BY OTHERS TRUSSES BY OTHERS TRUSSES 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. END 2 JACKS REQUIRED EA. ENDGIRDER TRUSSGIRDER TRUSSD1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D1 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply ) D6 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply ) D6 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply ) D6 ( 1 ply )D6 ( 1 ply ) D6 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply ) D6 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply )D6 ( 1 ply ) Reviewed By: LAYOUT NOT TO SCALE 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