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HomeMy WebLinkAboutM002.0Indianapolis Design Center 352 South County Road 300 E Danville, IN 46122 317-745-9984 These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project. These documents are not intended to replace the building plan (which should be used to determine bearing placement). Please insure measurements of the foundation match those provided at the time of design. Builder is responsible to place load bearing members in load path. Architectural Drawings Prepared By: Structural Drawings Prepared By: 84 Lumber Franklin Kevin Beher Pyatt Builders TG171 Rev. By Date Comments Drawn By: DW Checked By: Date: CM 04/02/2021 Berkeley 24294 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 11 7/8" TJI Joists 24" O.C. Spacing LEVEL NOTES Current Date: 4/2/2021 File Name: tg171_24294.jvl Level Name: Second Floor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 43 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 32, joist = FJ8(i6042) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 61, joist = FJ4(i6143) FLOOR Floor Container: FC6 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: 43 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 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 14 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H3 16 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H4 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H5 3 Simpson IUS2.06/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H6 1 Simpson HU2.1/11 Designed 16- 10dx1.5 - 6- 10dx1.5 - - No No Yes H9 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H10 1 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H11 1 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H12 1 Simpson IUS2.06/11.88 Designed 10- 10d - 2- Strong-Grip - - 1 Yes No H13 8 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H14 2 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No Products PlotID Length Product Plies Net Qty FJ1 26' 0" 11 7/8" TJI 110 joist 1 7 FJ2 14' 0" 11 7/8" TJI 110 joist 1 8 FJ3 12' 0" 11 7/8" TJI 110 joist 1 5 FJ4 10' 0" 11 7/8" TJI 110 joist 1 3 FJ5 6' 0" 11 7/8" TJI 110 joist 1 5 FJ6 4' 0" 11 7/8" TJI 110 joist 1 6 FJ7 26' 0" 11 7/8" TJI 210 joist 1 1 FJ9 18' 0" 11 7/8" TJI 210 joist 2 2 FJ8 18' 0" 11 7/8" TJI 210 joist 1 7 FJ10 6' 0" 11 7/8" TJI 210 joist 1 5 FJ11 4' 0" 11 7/8" TJI 210 joist 1 1 FJ12 2' 0" 11 7/8" TJI 210 joist 1 1 FJ13 28' 0" 11 7/8" TJI 360 joist 1 1 FJ14 18' 0" 11 7/8" TJI 360 joist 1 2 BM1 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 BM2 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM3 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM4 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4 BM5 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM6 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 Ca1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 7 Accessories PlotID Length Product Plies Net Qty 2' 0" 3/4" or 7/8" Backer Blocks 1 2 2' 0" 2x6 + 3/8" sheathing Filler Blocks 1 1 1' 5 1/16" 3/4" or 7/8" Backer Blocks 1 2 1' 3 1/16" 3/4" or 7/8" Backer Blocks 1 2 1' 0" 3/4" or 7/8" Backer Blocks 1 11 1' 0" 5/8" or 3/4" Backer Blocks 1 44 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 6 9 1/8" 5/8" x 2 5/16" Web Stiffeners 1 30 1' 0" 7/8" or 1" net Backer Blocks 1 6 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 40 Blocking PlotID Length Product Plies Net Qty Bk1 2' 0" 11 7/8" TJI 110 joist 1 25 E1 B1 B1 B4 B1 B1 B1 A3 A3 A3 A3 A3 H2 H2 H2 H2 H2 H2 H2 E1 CS CS CS B1 A3 H2 B3W BM3 BM2 BBO4 BBO10 BM1 BM5 BM6 VO1 VO2 VO3 VO4 FJ8 FJ8 FJ9 FJ8 FJ8 FJ3 FJ8 FJ3 FJ8 FJ3 FJ14 FJ3 FJ8 FJ13 FJ4 FJ10 FJ4 FJ10 FJ1 FJ1 FJ2 FJ2 FJ1 FJ1 FJ7 FJ1 FJ1 FJ1 FJ2 FJ2 FJ2 Ca1 Ca1 Ca1 Ca1 Ca1 Ca1 Ca1 Ca1 Ca1 Ca1 Bk1 FJ2 FJ2 FJ2 1' 0" 2' 0" 2' 0" 1' 0" FJ10 FJ10 FJ12 FJ11 FJ4 1' 0" 2' 0" 1' 0" FJ14 1' 0" 2' 0" 1' 0" FJ10 FJ6 FJ6 FJ6 FJ6 FJ6 2' 0" Bk1 Bk1 FJ5 FJ5 FJ5 FJ5 FJ5 2' 0" Bk1 10' 2 1/16" 5' 1 15/16" 10' 0 1/2" 7' 10" 3' 0" Bk1 Bk1 5' 0" 1' 2 1/16" 1' 5 1/2" 1' 0 1/8" 1' 7 3/4" 11" Bk1 H13 H13 FJ6 H13 H13 H10 H9 BM4 Ca1 FJ3 1' 4" BM4 H4 H4 H4 H4 H3 H2 H4 H3 H2 H3 H2 H3 H2 H3 H4 H3 H3 H13 H13 H1 H3 H3 H3 H3 H3 H3 H3 H3 H3 H2 H2 H2 H2 H11 H2 H2 H2 H2 H2 H2 H14 H5 H5 H14 H5 H13 H12 H6 H13 An additional 8 PSF area dead load has been added to account for tile load MBA on this floor. 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. Bottom of the beam to be flush with the bottom of the floor system. 04/28/21