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HomeMy WebLinkAboutM002.0Indianapolis Design Center352 South County Road 300 EDanville, IN  46122317-745-9984These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design.  Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By: Structural Drawings Prepared By: 84 Lumber FranklinKevin BeherPyatt BuildersTG62Rev. By Date CommentsDrawn By:DWChecked By: Date:09/14/202125939 Sheet 1 of 1 Main Floor System Not to Scale Confirm this layout with the builder and designer of record.  Make sure all discrepencies are corrected before ordering floor system. All Dimensions are Approximate and Must Be Field Verified.  LEVEL NOTES  Current Date:  9/14/2021  File Name:  tg62_25939.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  41     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 37, joist = FJ201(i1082)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 55, joist = FJ203(i1085)  FLOOR  Floor Container:  FC1  Use/Occupancy:  ResidentialLivingAreas  Floor Area Loading is:  40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load  Maximum Allowed Deflection:  L/480 Live Load & L/240 Total Load  TJ-Pro Rating Information:      Weighted Average:  41      Directly Applied Ceiling:  None      Decking Attachment:  Glue and Nail      Decking Material:  23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF      Perpendicular Partition:  No      Strapping at max 8' o.c.:  None      Blocking at max 8' o.c.:  No      Poured Flooring:  No Products PlotID Length Product Plies Net Qty FJ201 32' 0" 11 7/8" TJI 110 joist 1 6 FJ202 28' 0" 11 7/8" TJI 110 joist 1 3 FJ203 16' 0" 11 7/8" TJI 110 joist 1 2 FJ204 14' 0" 11 7/8" TJI 110 joist 1 1 FJ205 4' 0" 11 7/8" TJI 110 joist 1 2 BM201 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM202 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM203 14' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM204 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM205 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 4 BM206 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 BM207 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM208 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM209 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 6 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 4 Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H201 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H202 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H203 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No 11 7/8" TJI Joists 24" O.C. SpacingB1 A3 A3 A3 A3 A3 A3 H2 H2 B4 H2 H2B1W B3W B3W BM208 BM204BM205BM201 BM207 BM209 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ202 FJ202 FJ202 Ca201 Ca201 Ca201 Ca201 Ca201Ca201Ca201 Ca201 Ca201Ca201Ca201FJ203FJ205 Bk201FJ203 FJ205FJ204Bk201 VO1 VO2 BM206 BM206 5' 0" 1' 0 1/2"9 5/16"1' 5 1/2"9 1/2"3' 6"BM205BM203BM202H203 H202H202 H202 H201 1' 5 5/8"3' 6 7/8" 2' 0 7/8" 10/11/21