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HomeMy WebLinkAboutM002.0 - EWP LayoutIndianapolis 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 intended for product application assurance; and, is not intended to circumvent the needfor 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 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 BuildersTG123Rev.ByDateCommentsDrawn By:JRChecked By:Date:9/20/2022Berkeley 2200760 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: 4/25/2022  File Name: TG126-2200760.jvl  Level Name: Second Floor System  Building Code - Design Methodology: IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average): 44     Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 32, joist = FJ9(i6668)     Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 61, joist = FJ5(i6554)  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: 44      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 Undesigned 16- 10dx1.5 -6- 10dx1.5 --2 No Yes H2 13 Simpson IUS1.81/11.88 Undesigned 10- 10dx1.5 -2- 10dx1.5 --No No Yes H3 16 Simpson IUS1.81/11.88 Undesigned 10- 10dx1.5 -2- Strong-Grip --2 No No H4 6 Simpson IUS1.81/11.88 Undesigned 10- 10dx1.5 -2- Strong-Grip --No No No H5 3 Simpson IUS2.06/11.88 Undesigned 10- 10d -2- Strong-Grip --No No No H6 1 Simpson HU2.1/11 Undesigned 16- 10dx1.5 -6- 10dx1.5 --No No Yes H9 1 Simpson IUS2.37/11.88 Undesigned 10- 10d -2- Strong-Grip --No No No H10 1 Simpson IUS2.37/11.88 Undesigned 10- 10dx1.5 -2- Strong-Grip --No No No H11 1 Simpson IUS2.06/11.88 Undesigned 10- 10dx1.5 -2- 10dx1.5 --No No Yes H13 8 Simpson IUS2.06/11.88 Undesigned 10- 10dx1.5 -2- Strong-Grip --2 No No H14 2 Simpson IUS2.06/11.88 Undesigned 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 18' 0" 11 7/8" TJI 110 joist 2 2 FJ3 14' 0" 11 7/8" TJI 110 joist 1 8 FJ4 12' 0" 11 7/8" TJI 110 joist 1 5 FJ5 10' 0" 11 7/8" TJI 110 joist 1 3 FJ6 6' 0" 11 7/8" TJI 110 joist 1 5 FJ7 4' 0" 11 7/8" TJI 110 joist 1 6 FJ8 26' 0" 11 7/8" TJI 210 joist 1 1 FJ9 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 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 10 2' 0" 2x6 Filler Blocks 1 1 1' 0" 5/8" or 3/4" Backer Blocks 1 45 9 1/8"3/4" x 2 5/16" Web Stiffeners 1 12 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 B3WBM3 BM2BBO4BBO10 BM1BM5 BM6 VO1 VO2 VO3 VO4 FJ9 FJ9 FJ2 FJ9 FJ9 FJ4 FJ9 FJ4 FJ9 FJ4 FJ14 FJ4 FJ9 FJ13 FJ5 FJ10 FJ5 FJ10 FJ1 FJ1 FJ3 FJ3 FJ1 FJ1 FJ8 FJ1 FJ1 FJ1 FJ3 FJ3 FJ3 Ca1 Ca1 Ca1Ca1Ca1Ca1Ca1Ca1Ca1 Ca1 Bk1FJ3 FJ3 FJ3FJ10 FJ10FJ12 FJ11 FJ51' 0" 2' 0" 1' 0" FJ14 1' 0" 2' 0" 1' 0" FJ10FJ7FJ7FJ7FJ7FJ72' 0" Bk1Bk1FJ6FJ6FJ6FJ6FJ62' 0" Bk1 5' 1 15/16"10' 2 1/16" 10' 0 1/2" 7' 10"3' 0" Bk1Bk15' 0" 1' 2 1/16"1' 5 1/2"1' 0 1/8"1' 7 3/4"Bk1H13 H13FJ7H13 H13 H10 H9 BM4 Ca1FJ41' 4"BM4H4 H4 H4 H4H3H2H4H3H2H3H2H3H2H3H4 H3 H3 H13H1 H13H3 H3H3H3H3H3H3H3H3H2 No Soln.No Soln.H2 No Soln.No Soln.H2 No Soln.No Soln.H11 No Soln.No Soln.H2 No Soln.No Soln.No Soln.No Soln.H2 No Soln.No Soln.H2 H2 No Soln.No Soln.No Soln.No Soln.H14 H5 H5 H14 H5 H2 H210"1' 0" 1' 11"2' 1"1' 0" UndesignedH7UndesignedUndesignedUndesigned H13 H13H6 UndesignedAn additional 8 PSF area dead load has beenadded to account for tile load MBA on this floor. Bottom of the beam to be flush with the bottom of the floor system. TJI joists will be substituted with IB Joists. All hangers will be substituted with corresponding IB Joist size hangers.