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Home My WebLink AboutS001.0Layout Name 210049GWIN Hansen Addition Description Hansen Addition Created January 28, 2021 Revised January 28, 2021 Builder Chisholm Dealer Sales Rep BRIAN Designer Grant Wirick TRI-STATE FOREST PRODUCTS, INC. 6740 GUION RD INDIANAPOLIS, IN 46268 1-800-256-8152 Ground Floor I Joist Label Description Width Depth Qty Plies Pcs Length J9 NI-40x 2.5 9.5 2 8-0-0 J8 NI-40x 2.5 9.5 2 6-0-0 J4 NI-40x 2.5 11.875 3 32-0-0 J7 NI-40x 2.5 11.875 17 30-0-0 J6 NI-40x 2.5 11.875 4 24-0-0 J2 NI-40x 2.5 11.875 5 18-0-0 J1 NI-40x 2.5 11.875 1 14-0-0 J3 NI-40x 2.5 11.875 1 2-0-0 J5 NI-80 3.5 11.875 1 18-0-0 Blocking Label Description Width Depth Qty Plies Pcs Length BLK1 NI-40x 2.5 11.875 LinFt Varies 26-0-0 LVL/LSL Label Description Width Depth Qty Plies Pcs Length B1 2.1E Rigidlam LVL DF 1.75 9.5 1 3 3 32-0-0 B4 2.1E Rigidlam LVL DF 1.75 11.875 2 2 4 18-0-0 B3 2.1E Rigidlam LVL DF 1.75 11.875 1 6-0-0 B2 2.1E Rigidlam LVL DF 1.75 11.875 1 4-0-0 Lg1 2.1E Rigidlam LVL DF 1.75 11.875 1 28-0-0 Rim Board Label Description Width Depth Qty Plies Pcs Length R1 APA EWS Rim Board 1.125 X 11.875 1.125 11.875 4 12-0-0 Hanger Label Pcs Description Skew Slope Hg1 25 ITS2.56/11.88 Hg2 1 SUR1.81/9 (Min) Right Hg3 1 SUL1.81/9 (Min) Left Hg4 2 IUS1.81/11.88 (Min) Hg5 1 SUL2.56/11 (Min) Left Hg6 2 SUL2.56/9 (Min) Left Hg7 2 ITS2.56/9.5 Ground Floor Design Method ASD (USA) Building Code IRC 2018 Floor Loads Live 40 Dead 10 Deflection Joist LL Span L/ 480 TL Span L/ 360 LL Cant 2L/ 480 TL Cant 2L/ 360 Deflection Girder LL Span L/ 360 TL Span L/ 240 LL Cant 2L/ 360 TL Cant 2L/ 360 Decking Decking OSB 3/4 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 11.875 NI-40x 9.5 NI-40x 11.875 NI-80 11.875 2.1E Rigidlam LVL DF 1.75 X 9.5 (Dropped) 2.1E Rigidlam LVL DF 1.75 X 11.875 Ground Floor WS WSWS 2 X J9 2 X J8 J1J52 X J7 J3 4 J6 @ 16" 15 J7 @ 16"3 J4 @ 16" 3 J2 @ 16"J2J2B3 (1 - ply)B2 (1 - ply)B1 (3 -ply)B4 (2 - ply)B4 (2 - ply)PS R1 R1 R1 R1 R1 R1 Lg1 BLK1 (NI-40x -11.875")Hg4Hg4Hg22 X Hg7Hg3Hg1 4 X Hg1 2 X Hg6Hg5 20 x Hg1 (ITS2.56/11.88) 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 20.80.210Powered 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 07/09/21 Layout Name 210049GWIN Hansen Addition Description Hansen Addition Created January 28, 2021 Revised January 28, 2021 Builder Chisholm Dealer Sales Rep BRIAN Designer Grant Wirick TRI-STATE FOREST PRODUCTS, INC. 6740 GUION RD INDIANAPOLIS, IN 46268 1-800-256-8152 Second Floor LVL/LSL Label Description Width Depth Qty Plies Pcs Length B6 2.1E Rigidlam LVL DF 1.75 11.875 1 2 2 20-0-0 B5 2.1E Rigidlam LVL DF 1.75 11.875 1 2 2 16-0-0 Second Floor Design Method ASD (USA) Building Code IRC 2018 Floor Loads Live 40 Dead 10 Deflection Joist LL Span L/ 480 TL Span L/ 360 LL Cant 2L/ 480 TL Cant 2L/ 360 Deflection Girder LL Span L/ 360 TL Span L/ 240 LL Cant 2L/ 360 TL Cant 2L/ 360 Decking Decking OSB 3/4 APA Rated Sturd-I- Floor Fastener Nailed & Glued Legend WS Web Stiffener PS Point Load Support Load from Above Wall 2.1E Rigidlam LVL DF 1.75 X 11.875 2.1E Rigidlam LVL DF 1.75 X 11.875 (Dropped) Second Floor B6 (2 -ply)B5 (2 - ply) 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 20.80.210Powered 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 07/09/21