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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 BuildersTG158Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 03/03/2021Brooklyn 23747 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. 11 7/8" TJI Joists 24" O.C. Spacing 11 7/8" TJI Joists 24" O.C. Spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson HU2.1/11 Designed 16- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H2 2 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 1 Yes No H3 5 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H4 1 Simpson IUS3.56/11.88 Designed 12- 10d - 2- Strong-Grip - - 2 No No H5 2 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No Products PlotID Length Product Plies Net Qty FJ1 36' 0" 11 7/8" TJI 210 joist 2 6 FJ2 24' 0" 11 7/8" TJI 210 joist 1 1 FJ3 18' 0" 11 7/8" TJI 210 joist 1 10 FJ4 16' 0" 11 7/8" TJI 210 joist 1 1 FJ5 14' 0" 11 7/8" TJI 210 joist 1 3 FJ6 10' 0" 11 7/8" TJI 210 joist 1 2 FJ7 6' 0" 11 7/8" TJI 210 joist 1 6 FJ8 4' 0" 11 7/8" TJI 210 joist 1 1 FJ9 36' 0" 11 7/8" TJI 360 joist 1 2 FJ10 24' 0" 11 7/8" TJI 360 joist 1 3 FJ11 18' 0" 11 7/8" TJI 360 joist 1 3 FJ12 16' 0" 11 7/8" TJI 360 joist 1 1 FJ13 22' 0" 11 7/8" TJI 560 joist 1 1 FJ14 20' 0" 11 7/8" TJI 560 joist 1 1 FJ15 16' 0" 11 7/8" TJI 560 joist 1 1 BM1 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 4 4 BM2 16' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 BM3 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4 BM4 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM5 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Ca1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 2 2' 0" 2x6 + 3/8" sheathing Filler Blocks 1 2 1' 9 7/16" 3/4" or 7/8" Backer Blocks 1 2 1' 0" 3/4" or 7/8" Backer Blocks 1 16 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 12 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 41 Blocking PlotID Length Product Plies Net Qty Bk1 2' 0" 11 7/8" TJI 210 joist 1 28 Bk2 2' 0" 11 7/8" TJI 360 joist 1 7  LEVEL NOTES  Current Date:  3/3/2021  File Name:  TG158_23747.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  40     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 31, joist = FJ10(i3642)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 67, joist = FJ5(i3694)  FLOOR  Floor Container:  FC9  Use/Occupancy:  ResidentialLivingAreas  Floor Area Loading is:  40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load  Operator Added Additional Loads  Maximum Allowed Deflection:  L/480 Live Load & L/240 Total Load  TJ-Pro Rating Information:      Weighted Average:  40      Directly Applied Ceiling:  Gypsum 1/2"      Decking Attachment:  Glue and Nail      Decking Material:  23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF      Perpendicular Partition:  No      Strapping at max 8' o.c.:  None      Blocking at max 8' o.c.:  No      Poured Flooring:  No E1 E1 E1 B1 B1 B1 A3 A3 A3 A3 A3 H2 H2 H2 PB1 PB1 H2 H2 H2 B1W B4 B1 B1 E1 BM4BBO3BBO6 BM1 FJ10 FJ9 FJ9 FJ1 FJ1 FJ1 FJ12 FJ3 FJ3 FJ3 FJ3 FJ3 FJ11 FJ11 FJ3 FJ11 FJ3 FJ3 FJ3 FJ3 FJ10 FJ2 FJ5 FJ5 FJ7 Ca1 Ca1Ca1 Ca1Ca1Ca1Ca1 Ca1Ca1Ca1 Bk1 Bk1 Bk1 Bk1BM5 FJ7FJ6Ca1 H5 FJ7FJ7FJ7FJ72' 0" VO1 VO2 VO3 VO4 BBO17 BBO13 BBO15PBO1 PBO2PBO3 FJ10 1' 0"2' 0" 1' 0" 1' 3 3/4"8 7/16"10 1/16"1' 4 1/4"FJ6 FJ5H1 H5H3 H3H3 H3H31' 1 11/16" 10 5/16"Bk1 BM3Ca1 FJ8FJ15 Bk2 FJ13Bk2H2 H2FJ14Bk2 H4 FJ41' 0"Ca2 1' 2 9/16"1' 9 7/16" BM25"10 1/2"1' 4"8' 9 1/2" 7' 7"3' 8 1/2"2' 6 1/2" 1' 2" An additional 8 PSF area dead load has been added to account for tile load in the MBA on this floor. Bottom of the beam to be flush with the bottom of the floor system. There are different joist series of the same depth specified on this floor system.  Verify when installing that the proper TJI® joists are used in the appropriate area. 16" cantilever 03/26/21