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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 TG89 Rev. By Date Comments Drawn By: DW Checked By: Date: CM 04/07/2021 Soho 24338 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 19.2" 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 H201 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H202 12 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H203 3 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H204 7 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H205 1 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H206 2 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - No No Yes H207 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H208 1 Simpson U414 Designed 16- 10dx1.5 - 6- 10d - - 2 No Yes Products PlotID Length Product Plies Net Qty FJ201 42' 0" 11 7/8" TJI 110 joist 2 2 FJ202 28' 0" 11 7/8" TJI 110 joist 2 2 FJ203 20' 0" 11 7/8" TJI 110 joist 1 5 FJ204 14' 0" 11 7/8" TJI 110 joist 1 1 FJ205 8' 0" 11 7/8" TJI 110 joist 1 2 FJ206 6' 0" 11 7/8" TJI 110 joist 1 6 FJ207 4' 0" 11 7/8" TJI 110 joist 1 4 FJ208 28' 0" 11 7/8" TJI 360 joist 1 1 FJ209 26' 0" 11 7/8" TJI 360 joist 1 1 FJ210 24' 0" 11 7/8" TJI 360 joist 1 1 FJ211 20' 0" 11 7/8" TJI 360 joist 1 10 FJ212 18' 0" 11 7/8" TJI 360 joist 1 3 FJ213 24' 0" 11 7/8" TJI 560 joist 1 6 BM201 24' 0" 1 3/4" x 16" 2.0E Microllam LVL 4 4 BM202 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM203 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM205 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM204 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 BM206 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 9 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 6 1' 0" 5/8" or 3/4" Backer Blocks 1 8 9 1/8" 5/8" x 2 5/16" Web Stiffeners 1 6 1' 0" 7/8" or 1" net Backer Blocks 1 4 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 40 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 35 LEVEL NOTES Current Date: 4/7/2021 File Name: TG89_24338.jvl Level Name: Second Floor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 39 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 31, joist = FJ213(i2692) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 56, joist = FJ203(i2795) FLOOR Floor Container: FC1 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: 39 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 B1 B1 A3 A3 A3 H2 H2 B4 H2 H2 H2 E1 B1 B4 E1 E1 BBO3 BBO6 BBO12 BBO8 BBO13 PBO2 PBO1 BM203 BM206 BM202 BM204 BM205 BM201 VO1 VO2 VO3 VO4 FJ203 FJ211 FJ206 FJ203 FJ211 FJ206 FJ203 FJ211 FJ206 FJ206 FJ211 FJ203 FJ203 FJ210 FJ206 FJ209 FJ206 FJ212 FJ212 FJ208 FJ201 FJ213 FJ213 FJ213 FJ213 FJ204 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Bk201 Bk201 Bk201 FJ205 FJ207 4 3/8" FJ205 Bk201 6 1/8" Ca201 FJ211 FJ207 H207 1' 0" 2' 0" 1' 0" 1' 1 3/8" H204 FJ207 FJ207 FJ211 FJ202 Bk201 H206 2' 0" 1' 0" H201 FJ211 FJ211 FJ211 FJ211 Bk201 H201 H201 FJ213 FJ213 H208 7' 8 1/2" 1' 4 13/16" 6 1/2" 8 1/2" 7 9/16" 4 1/2" 1' 7 3/16" 17' 5" 5' 8" Ca201 H204 H206 H204 H204 H205 H204 H204 H204 H203 10' 0" FJ212 H203 H203 5 7/8" 1' 0" 2' 0" H202 H202 H202 H202 H202 H202 H202 H202 H202 H202 H202 H202 Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. An additional 8 PSF area dead load has been added to account for tile load in the 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. 05/04/21