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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 BuildersTG65Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 05/24/2021Georgetown/Austin 24799 Sheet 1 of 1 Main Floor System Not to Scale Confirm this layout with the builder and designer of record.  Makesure all discrepencies are corrected before ordering floor system.All Dimensions are Approximate and Must Be Field Verified. 11 7/8" TJI Joists 24" O.C. SpacingFraming Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 2 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - - No No No H2 4 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H3 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H4 5 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H5 6 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes Products PlotID Length Product Plies Net Qty FJ201 12' 0" 11 7/8" TJI 110 joist 1 1 FJ202 6' 0" 11 7/8" TJI 110 joist 1 1 FJ203 4' 0" 11 7/8" TJI 110 joist 1 3 FJ204 2' 0" 11 7/8" TJI 110 joist 1 2 FJ205 30' 0" 11 7/8" TJI 360 joist 1 6 FJ206 20' 0" 11 7/8" TJI 360 joist 1 3 FJ207 18' 0" 11 7/8" TJI 360 joist 1 5 BM201 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 4 BM202 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4 BM203 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM204 8' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM206 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM205 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 BM207 14' 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 1 2 Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 6 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 12 1' 0" 5/8" or 3/4" Backer Blocks 1 8 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 23  LEVEL NOTES  Current Date:  5/24/2021  File Name:  tg65_24799.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  32     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 30, joist = FJ207(i4850)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 49, joist = FJ201(i4821)  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:  32      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 A3 A3 H2 H2 H2 H2 A3BM207 BM204 BM208BM202BM205 BM206 FJ203 FJ207 FJ207 FJ207 FJ207 FJ205 FJ205 FJ205 FJ205 FJ205 FJ205 FJ206 FJ206 FJ206 FJ201 Ca201 Ca201 Ca201 Ca201Ca201 Ca201 Ca201 BM209 BM209 FJ203FJ203FJ202 FJ204 VO1 VO2 FJ207 4' 9 9/16"FJ2043' 6 15/16" BM201 12' 0"3' 4 1/2" 1' 8 1/2"CS H1 H1 BM201 BM203H3H3 H2H2 H2Ca2012' 0"1' 10 3/8" 1' 1 5/8"1' 0" 1' 0" 2' 9 5/8"3' 10 3/8"5"1' 3 1/16"H4 H4 H4 H4 H2 H4 Ca201H3 H3H3 H3H5 H5 H5 H5 H5 H5 06/15/21