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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 TG168 Rev. By Date Comments Drawn By: DW Checked By: Date: CM 03/29/2021 Berkeley 24244 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: 3/29/2021 File Name: tg168_24244.jvl Level Name: Second Floor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 46 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 38, joist = FJ210(i8316) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 60, joist = FJ205(i8251) 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: 46 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 4 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H2 15 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H3 15 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H5 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H7 5 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H8 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - 1 Yes No H9 3 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H10 2 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No Products PlotID Length Product Plies Net Qty FJ201 26' 0" 11 7/8" TJI 110 joist 1 9 FJ202 18' 0" 11 7/8" TJI 110 joist 2 2 FJ203 14' 0" 11 7/8" TJI 110 joist 1 6 FJ204 12' 0" 11 7/8" TJI 110 joist 1 5 FJ205 10' 0" 11 7/8" TJI 110 joist 1 3 FJ206 6' 0" 11 7/8" TJI 110 joist 1 9 FJ207 4' 0" 11 7/8" TJI 110 joist 1 6 FJ208 2' 0" 11 7/8" TJI 110 joist 1 1 FJ209 28' 0" 11 7/8" TJI 360 joist 1 1 FJ210 18' 0" 11 7/8" TJI 360 joist 1 9 FJ211 6' 0" 11 7/8" TJI 360 joist 1 1 BM201 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 BM202 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM203 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM204 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM205 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM206 12' 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 8 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 2 2' 0" 2x6 Filler Blocks 1 1 1' 11 1/2" 5/8" or 3/4" Backer Blocks 1 2 1' 2 7/8" 5/8" or 3/4" Backer Blocks 1 2 1' 0" 5/8" or 3/4" Backer Blocks 1 47 9 1/8" 5/8" x 2 5/16" Web Stiffeners 1 42 1' 0" 7/8" or 1" net Backer Blocks 1 8 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 18 B1 B4 B1 A3 A3 A3 A3 H2 H2 H2 H2 H2 H2 CS B1 H2 B3W CS A3 B3W E1 CS E1 A3 BM203 BM202 BBO14 BBO13 BM201 BM204 BM205 VO1 VO2 VO3 VO4 FJ210 FJ210 FJ202 FJ210 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ209 FJ205 FJ206 FJ205 FJ206 FJ201 FJ201 FJ203 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ203 FJ203 FJ203 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Ca201 Bk201 FJ203 FJ203 2' 0" 1' 0" FJ206 FJ206 FJ208 FJ205 1' 0" 2' 0" 1' 0" FJ210 1' 0" 2' 0" 1' 0" FJ211 2' 0" Bk201 FJ206 FJ206 FJ206 FJ206 FJ206 2' 0" Bk201 10' 0 1/2" 7' 10" 3' 0" Bk201 5' 0" 1' 2 1/16" 1' 5 1/2" 1' 0 1/8" 1' 7 3/4" Bk201 BM206 Ca201 FJ204 1' 4" FJ207 FJ207 FJ207 FJ207 Ca202 FJ207 FJ207 Ca201 H3 H2 H7 H2 H2 H3 H2 H9 H3 H5 H3 H2 H3 H2 H5 H5 H5 H5 H5 1' 0" H1 H3 H1 H1 H1 H3 Bk201 H2 H2 H2 H2 H2 H2 H2 H2 Ca201 H7 H9 H7 H7 H9 H3 H3 H3 H2 H3 H3 H3 1' 1 9/16" H10 H10 H8 H7 H3 H3 10' 1 3/4" 5' 2 1/8" 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. Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. 05/05/21