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HomeMy WebLinkAboutI-Joist Layout DrawingLayout Name 190351BCIN Description 190351BCIN BROWNING'S GARAGE Created July 08, 2019 Revised July 08, 2019 Builder CHISHOLM LBR Dealer CHISHOLM LBR Sales Rep BILL C Designer BILL C Tri State Forest Products, Inc 6740 Guion Rd Indianapolis, IN USA 46268 Ground Floor I Joist Label Description Width Depth Qty Plies Pcs Length B8 NI-60 2.5 16 3 4-0-0 B7 NI-60 2.5 16 6 2-0-0 J11 NI-60 2.5 16 31 32-0-0 J8 NI-60 2.5 16 1 2 2 32-0-0 J6 NI-60 2.5 16 15 22-0-0 J10 NI-60 2.5 16 1 2 2 22-0-0 J5 NI-60 2.5 16 35 20-0-0 J9 NI-60 2.5 16 1 2 2 20-0-0 J4 NI-60 2.5 16 8 16-0-0 J3 NI-60 2.5 16 18 12-0-0 J2 NI-60 2.5 16 2 10-0-0 J7 NI-60 2.5 16 1 2 2 10-0-0 J1 NI-60 2.5 16 56 2-0-0 Blocking Label Description Width Depth Qty Plies Pcs Length BLK1 NI-60 2.5 16 LinFt Varies 50-0-0 LVL/LSL Label Description Width Depth Qty Plies Pcs Length B10 Murphy 2.0E-3100F LVL 1.75 11.875 14 18-0-0 B6 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 20-0-0 B5 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 16-0-0 B2 Murphy 2.0E-3100F LVL 1.75 16 3 3 9 14-0-0 B4 Murphy 2.0E-3100F LVL 1.75 16 1 2 2 6-0-0 B3 Murphy 2.0E-3100F LVL 1.75 16 2 2 4 4-0-0 UPPER GARAGE HEADER Murphy 2.0E-3100F LVL 1.75 11.875 1 2 2 14-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 APA EWS Rim Board 1.125 X 16 1.125 16 19 12 Hanger Label Pcs Description Skew Slope Hg1 2 HGUS414 Hg3 23 MIT316 Hg4 1 MIT316 Hg5 1 MIT316-2 Beam By Others Label Description Width Depth Qty Plies Pcs Length B9 [STEEL BEAM BY OTHER] 1 52-0-0 B1 [STEEL BEAM BY OTHER] 1 34-0-0 Ground Floor Design Method ASD Building Code IBC/IRC 2015 Floor Loads Live 125 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 Wall APA EWS Rim Board 1.125 X 16 NI-60 16 Murphy 2.0E-3100F LVL 1.75 X 11.875 Murphy 2.0E-3100F LVL 1.75 X 16 Murphy 2.0E-3100F LVL 1.75 X 16 (Dropped) (Dropped) BEARING REQUIRED GDH L/600 BRICK J335 J5 @ 12" 8 J4 @ 12" 2 X J2 31 J11 @ 12" 17 J3 @ 12" 15 J6 @ 12"J10 J9J8 J736 J1 @ 16"6 J1 @ 16"14 J1 @ 16" B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B10 (1 -ply) B9 (1 -ply) B1 (1 -ply) B6 (2 -ply) B5 (2 -ply)B4 (2 -ply) B3 (2 -ply) B3 (2 -ply) B2 (3 -ply) B2 (3 -ply) B2 (3 -ply) B8 (1 - ply)B8 (1 - ply)B8 (1 - ply)B7 (1 -ply) B7 (1 -ply) B7 (1 -ply) B7 (1 -ply) B7 (1 -ply)B7 (1 -ply) C1 -FL(lb):2106 C2 -FL(lb):13633(-12999) BLK1 (NI-60 -16") BLK1 (NI-60 -16") LL1 Hg4 16 x Hg3 (MIT316)Hg1Hg52 X Hg3 Hg13 X Hg3 2 X Hg3 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 11/12/19 Mike Sheeks