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HomeMy WebLinkAboutCO10.0Layout Name 190485BCIN Description 190485BCIN CURLESS RES Created September 06, 2019 Revised September 06, 2019 Builder CHISHOLM LBR Dealer CHISHOLM LBR Sales Rep JEFF D Designer BILL C Tri State Forest Products, Inc 6740 Guion Rd Indianapolis, IN USA 46268 (317) 328-1850 Ground Floor I Joist Label Description Width Depth Qty Plies Pcs Length J16 NI-60 2.5 16 2 46-0-0 J25 NI-60 2.5 16 6 44-0-0 J24 NI-60 2.5 16 2 42-0-0 J22 NI-60 2.5 16 18 36-0-0 J20 NI-60 2.5 16 7 26-0-0 J19 NI-60 2.5 16 7 24-0-0 J18 NI-60 2.5 16 4 22-0-0 J17 NI-60 2.5 16 31 20-0-0 J26 NI-60 2.5 16 5 18-0-0 J23 NI-60 2.5 16 5 16-0-0 J14 NI-60 2.5 16 14 10-0-0 J21 NI-60 2.5 16 2 8-0-0 J13 NI-60 2.5 16 18 6-0-0 J15 NI-60 2.5 16 1 2-0-0 Blocking Label Description Width Depth Qty Plies Pcs Length BLK1 NI-60 2.5 16 LinFt Varies 40-0-0 LVL/LSL Label Description Width Depth Qty Plies Pcs Length B29 Murphy 2.0E-3100F LVL 1.75 16 1 4 4 24-0-0 B25 Murphy 2.0E-3100F LVL 1.75 16 2 2 4 20-0-0 B27 Murphy 2.0E-3100F LVL 1.75 16 1 3 3 20-0-0 B24 Murphy 2.0E-3100F LVL 1.75 16 1 3 3 18-0-0 B23 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 16-0-0 B22 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 14-0-0 B21 Murphy 2.0E-3100F LVL 1.75 16 4 2 8 12-0-0 B20 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 10-0-0 B19 Murphy 2.0E-3100F LVL 1.75 16 2 2 4 6-0-0 B18 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 4-0-0 B26 Murphy 2.0E-3100F LVL 1.75 20 1 4 4 22-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R2 APA EWS Rim Board 1.125 X 16 1.125 16 19 12 Hanger Label Pcs Description Skew Slope Hg1 6 HGUS414 Hg8 64 ITS2.56/16 Beam By Others Label Description Width Depth Qty Plies Pcs Length B2 [STEEL BEAM BY OTHER] 1 2 2 12-0-0 Ground Floor Design Method ASD Building Code IBC/IRC 2015 Floor Loads Live 40 Dead 10 Deflection Joist LL Span L/ 480 TL Span L/ 360 LL Cant 2L/ 360 TL Cant 2L/ 360 Deflection Girder LL Span L/ 360 TL Span L/ 240 LL Cant 2L/ 360 TL Cant 2L/ 360 Decking Deck OSB 23/32 APA Rated Sturd-I- Floor Fastener Nailed & Glued Legend WS Web Stiffener PS Point Load Support Load from Above Wall APA EWS Rim Board 1.125 X 16 NI-60 16 Murphy 2.0E-3100F LVL 1.75 X 16 Murphy 2.0E-3100F LVL 1.75 X 16 (Dropped) Murphy 2.0E-3100F LVL 1.75 X 20 (Dropped) (Dropped) WS WS WS WS WS WS WS WS WS start joist start joist 2 X J23 2 X J26 J16J165 J25 @ 16" 3 X J26 3 X J18 J17J21J14J2121 J17 @ 16"J17 J13J132 X J23 5 J14 @ 16" 5 J17 @ 16"J18 J137 J13 @ 16" 8 J14 @ 16" 6 J19 @ 16" 3 X J17 16 J22 @ 16" J232 X J22 2 X J24 J15J258 J13 @ 16" 6 J20 @ 16"J19J20B2 (2 -ply) B27 (3 -ply)B24 (3 -ply) B25 (2 -ply) B25 (2 -ply) B23 (2 -ply) B22 (2 -ply) B21 (2 -ply) B21 (2 -ply) B21 (2 -ply) B21 (2 -ply) B20 (2 -ply) B19 (2 -ply)B19 (2 -ply) B18 (2 -ply) B29 (4 -ply) B26 (4 -ply) C2 -FL(lb):4748 C1 -FL(lb):25888 PS PS PS PS PS PS PS PS PS PS PS PS PSPS PS PS BLK1 (NI-60 -16") BLK1 (NI-60 -16") BLK1 (NI-60 -16") BLK1 (NI-60 -16") BLK1 (NI-60 -16") BLK1 (NI-60 -16") 17 x Hg8 (ITS2.56/16)14 x Hg8 (ITS2.56/16)Hg1Hg1Hg1Hg1 8 x Hg8 (ITS2.56/16) 8 x Hg8 (ITS2.56/16) 7 x Hg8 (ITS2.56/16)Hg1 Hg8 8 x Hg8 (ITS2.56/16)Hg1Hg8 TL(lb):2299 TL(lb):3938 TL(lb):4163 TL(lb):2205 TL(lb):2599 TL(lb):1539 TL(lb):1500 TL(lb):1969TL(lb):1967 TL(lb):1527 TL(lb):11884 TL(lb):11953 TL(lb):10606TL(lb):12772 TL(lb):8918 TL(lb):2550 TL(lb):2687 TL(lb):2927 TL(lb):12721 1.MEMBERS REPRESENTED ON EWP LAYOUT HAVE BEEN SIZED AND PLACED ACCORDING TO THE SUPPLIED PLANS AND SPECIFICATIONS USING NORMAL LOADS, MATERIALS AND APPLICATIONS. 2.LOAD PATH DEVELOPMENT FOLLOWS COMMON WALLS ON ARCHITECTURAL SHEETS FOR LOAD DEVELOPMENT. MEMBERS ARE SELECTED BY USING IB SPAN TABLES AND OR SIZING SOFTWARE. CHANGES OR MODIFICATIONS TO THESE PLANS WILL INVALIDATE THIS LAYOUT AND WARRANTIES. ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO PROJECT ARCHITECT AND ENGINEER. 3.THIS DRAWING IS BASED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND ASSUMES THAT THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS. THIS FRAMING LAYOUT IS INTENDED TO SERVE AS AN ENGINEERED WOOD PRODUCT PLACEMENT PLAN ONLY. ALL DIMENSIONS AND DETAILS SHOULD BE VERIFIED BY THE PROJECT DESIGNER AND GENERAL CONTRACTOR PRIOR TO CONSTRUCTION, TO ENSURE NO DISCREPANCIES EXIST WITH ACTUAL SITE CONDITIONS. Version 18.80.245 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 12/31/19 Mike Sheeks Layout Name 190485BCIN Description 190485BCIN CURLESS RES Created September 06, 2019 Revised September 06, 2019 Builder CHISHOLM LBR Dealer CHISHOLM LBR Sales Rep JEFF D Designer BILL C Tri State Forest Products, Inc 6740 Guion Rd Indianapolis, IN USA 46268 (317) 328-1850 Second Floor I Joist Label Description Width Depth Qty Plies Pcs Length J8 NI-60 2.5 14 5 26-0-0 J10 NI-60 2.5 14 17 24-0-0 J9 NI-60 2.5 14 2 22-0-0 J11 NI-60 2.5 14 10 20-0-0 J7 NI-60 2.5 14 2 18-0-0 J6 NI-60 2.5 14 33 14-0-0 J5 NI-60 2.5 14 5 12-0-0 J4 NI-60 2.5 14 2 10-0-0 J3 NI-60 2.5 14 7 8-0-0 J2 NI-60 2.5 14 1 6-0-0 J1 NI-60 2.5 14 1 4-0-0 B32 NI-60 2.5 14 1 2 2 24-0-0 Blocking Label Description Width Depth Qty Plies Pcs Length BLK2 NI-60 2.5 14 LinFt Varies 6-0-0 LVL/LSL Label Description Width Depth Qty Plies Pcs Length B3 Murphy 2.0E-3100F LVL 1.75 9.5 1 3 3 14-0-0 B5 Murphy 2.0E-3100F LVL 1.75 11.25 2 2 4 10-0-0 B4 Murphy 2.0E-3100F LVL 1.75 11.25 2 2 4 4-0-0 B10 Murphy 2.0E-3100F LVL 1.75 11.875 1 3 3 14-0-0 B9 Murphy 2.0E-3100F LVL 1.75 11.875 3 2 6 12-0-0 B8 Murphy 2.0E-3100F LVL 1.75 11.875 1 2 2 8-0-0 B7 Murphy 2.0E-3100F LVL 1.75 11.875 3 2 6 6-0-0 B6 Murphy 2.0E-3100F LVL 1.75 11.875 3 2 6 4-0-0 B31 Murphy 2.0E-3100F LVL 1.75 14 1 4 4 24-0-0 B17 Murphy 2.0E-3100F LVL 1.75 14 1 3 3 24-0-0 B16 Murphy 2.0E-3100F LVL 1.75 14 1 2 2 20-0-0 B15 Murphy 2.0E-3100F LVL 1.75 14 2 2 4 14-0-0 B12 Murphy 2.0E-3100F LVL 1.75 14 1 14-0-0 B14 Murphy 2.0E-3100F LVL 1.75 14 1 2 2 10-0-0 B11 Murphy 2.0E-3100F LVL 1.75 14 1 8-0-0 B13 Murphy 2.0E-3100F LVL 1.75 14 2 2 4 6-0-0 B28 Murphy 2.0E-3100F LVL 1.75 16 1 3 3 22-0-0 B27 Murphy 2.0E-3100F LVL 1.75 16 1 3 3 20-0-0 B30 Murphy 2.0E-3100F LVL 1.75 18 1 3 3 22-0-0 GARAGE HEADEࡕ Murphy 2.0E-3100F LVL 1.75 11.875 2 2 4 36-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 APA EWS Rim Board 1.125 X 14 1.125 14 12 12 Hanger Label Pcs Description Skew Slope Hg2 3 HHUS410 Hg4 2 THF17112 (Min) Hg5 32 ITS2.56/14 Hg6 4 ITS2.56/14 Hg7 14 IUS2.56/14 (Min) Beam By Others Label Description Width Depth Qty Plies Pcs Length B1 [STEEL BEAM BY OTHER] 1 3 3 24-0-0Second Floor Design Method ASD Building Code IBC/IRC 2015 Floor Loads Live 40 Dead 10 Deflection Joist LL Span L/ 480 TL Span L/ 360 LL Cant 2L/ 360 TL Cant 2L/ 360 Deflection Girder LL Span L/ 360 TL Span L/ 240 LL Cant 2L/ 360 TL Cant 2L/ 360 Decking Deck OSB 23/32 APA Rated Sturd-I- Floor Fastener Nailed & Glued Legend WS Web Stiffener PS Point Load Support Load from Above Wall APA EWS Rim Board 1.125 X 14 NI-60 14 Murphy 2.0E-3100F LVL 1.75 X 9.5 (Dropped) Murphy 2.0E-3100F LVL 1.75 X 11.25 (Dropped) Murphy 2.0E-3100F LVL 1.75 X 11.875 (Dropped) Murphy 2.0E-3100F LVL 1.75 X 11.875 Murphy 2.0E-3100F LVL 1.75 X 14 Murphy 2.0E-3100F LVL 1.75 X 16 Murphy 2.0E-3100F LVL 1.75 X 18 (Dropped) (Dropped) WS WS 4 J3 @ 16"J410 J10 @ 16"2 X J10 10 J6 @ 16" 5 J5 @ 16" 2 X J10 J6J4J1J24 J11 @ 16"J83 X J10 2 X J7 2 X J9 16 J6 @ 16" 3 J3 @ 16" 6 J6 @ 16" 4 J8 @ 16" 6 J11 @ 16"B32 (2 -ply)B16 (2 -ply) B15 (2 -ply) B15 (2 -ply) B14 (2 -ply) B13 (2 -ply) B13 (2 -ply) B12 (1 -ply)B11 (1 -ply) B10 (3 -ply) B5 (2 -ply) B5 (2 -ply) B4 (2 -ply) B4 (2 -ply)B3 (3 -ply) B1 (3 -ply) B9 (2 -ply) B9 (2 -ply) B9 (2 -ply) B8 (2 -ply) B7 (2 -ply) B7 (2 -ply) B7 (2 -ply)B6 (2 -ply) B6 (2 -ply) B6 (2 -ply) B28 (3 -ply) B27 (3 -ply) B17 (3 -ply)B30 (3 -ply) B31 (4 -ply) BLK2 (NI-60 -14") PL10 PL11 PL12 PL6 PL9 PL7 PL8 PL13 PL5 PL3 PL4 PL2 PL1 PL14 LL4 LL14 LL15LL12LL18LL17 LL13 LL5LL7LL2 LL3 LL6 LL16 LL11LL9 LL8LL10 LL19LL20LL1 LL22LL21Hg2Hg5 9 x Hg7 (IUS2.56/14 (Min)) Hg4 5 X Hg7 Hg2Hg29 x Hg5 (ITS2.56/14) 4 X Hg5 4 X Hg6 13 x Hg5 (ITS2.56/14)Hg45 x Hg5 (ITS2.56/14) Start Joist Run (Level) 1.MEMBERS REPRESENTED ON EWP LAYOUT HAVE BEEN SIZED AND PLACED ACCORDING TO THE SUPPLIED PLANS AND SPECIFICATIONS USING NORMAL LOADS, MATERIALS AND APPLICATIONS. 2.LOAD PATH DEVELOPMENT FOLLOWS COMMON WALLS ON ARCHITECTURAL SHEETS FOR LOAD DEVELOPMENT. MEMBERS ARE SELECTED BY USING IB SPAN TABLES AND OR SIZING SOFTWARE. CHANGES OR MODIFICATIONS TO THESE PLANS WILL INVALIDATE THIS LAYOUT AND WARRANTIES. ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO PROJECT ARCHITECT AND ENGINEER. 3.THIS DRAWING IS BASED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND ASSUMES THAT THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS. THIS FRAMING LAYOUT IS INTENDED TO SERVE AS AN ENGINEERED WOOD PRODUCT PLACEMENT PLAN ONLY. ALL DIMENSIONS AND DETAILS SHOULD BE VERIFIED BY THE PROJECT DESIGNER AND GENERAL CONTRACTOR PRIOR TO CONSTRUCTION, TO ENSURE NO DISCREPANCIES EXIST WITH ACTUAL SITE CONDITIONS. Version 18.80.245 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 12/31/19 Mike Sheeks