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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 Franklin Kevin BeherPyatt BuildersTG41Rev.ByDateCommentsDrawn By:JRChecked By:Date:04/20/2022Tribeca 2200683 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 19.2" O.C. Spacing 11 7/8" TJI Joists 24" O.C. Spacing 11 7/8" TJI Joists 24" O.C. SpacingFraming Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson HSUL410 Undesigned 20- SD9212 -6- SD9212 45 (L)-No No No H2 1 Simpson IUS1.81/11.88 Undesigned 10- 10dx1.5 -2- 10dx1.5 --2 No Yes H3 4 Simpson IUS1.81/11.88 Undesigned 10- 10dx1.5 -2- 10dx1.5 --No No Yes H4 1 Simpson IUS1.81/11.88 Undesigned 10- 10dx1.5 -2- Strong-Grip --2 No No H5 1 Simpson SUR1.81/11 Designed 16- 10dx1.5 -6- 10dx1.5 45 (R)-No No No H6 1 Simpson SUL1.81/11 Undesigned 16- 10dx1.5 -6- 10dx1.5 45 (L)-No No Yes Products PlotID Length Product Plies Net Qty FJ1 18' 0" 11 7/8" TJI 110 joist 1 8 FJ2 12' 0" 11 7/8" TJI 110 joist 1 1 FJ3 10' 0" 11 7/8" TJI 110 joist 1 1 FJ4 4' 0" 11 7/8" TJI 110 joist 1 6 FJ5 36' 0" 11 7/8" TJI 360 joist 1 2 FJ6 20' 0" 11 7/8" TJI 360 joist 2 2 FJ7 18' 0" 11 7/8" TJI 360 joist 1 6 FJ8 22' 0" 11 7/8" TJI 560 joist 1 6 FJ9 20' 0" 11 7/8" TJI 560 joist 1 1 FJ10 18' 0" 11 7/8" TJI 560 joist 1 2 BM1 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 BM2 14' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 BM3 4' 0" 1 3/4" x 9 1/4" 2.0E Microllam LVL 2 6 BM4 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM5 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM6 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM7 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM8 4' 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 12 Accessories PlotID Length Product Plies Net Qty 1' 0" 5/8" or 3/4" Backer Blocks 1 4 9 1/8"5/8" x 2 5/16" Web Stiffeners 1 12 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 38 Blocking PlotID Length Product Plies Net Qty Bk1 2' 0" 11 7/8" TJI 110 joist 1 21 Bk2 2' 0" 11 7/8" TJI 560 joist 1 4  LEVEL NOTES  Current Date: 4/22/2022  File Name: TG41-2200683.jvl  Level Name: Second Floor System  Building Code - Design Methodology: IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average): 38     Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 30, joist = FJ8(i6804)     Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 63, joist = FJ3(i6823)  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: 38      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 A3 A3 H2 H2 B1 E1 E1 E1 B1 B1W B1 B1W BBO6 BBO4BM5 BM4 BM2BM3BM3BM3BM1 FJ8 FJ8 FJ8 FJ8 FJ8 FJ6 FJ5 FJ9 FJ5 FJ7 FJ7 FJ7 FJ7 FJ7 FJ10 FJ1 FJ1 FJ1 FJ1 FJ1 FJ1 FJ1 FJ1 FJ3 FJ2 Ca1 Ca1 Ca1 Ca1 Ca1Ca1Ca1Ca1 Ca1Ca1 Ca1Bk1Bk1Bk1Bk1Bk1Bk1Bk11' 11 7/8"FJ4FJ4FJ4FJ4Bk1 VO1 VO2 VO3 VO4 BBO15BBO10 BBO13BBO16BBO18No Soln.H4H2 FJ4FJ4FJ8 2' 0" BM6 BM7Ca11' 4"1' 4"2' 0" 8' 1 3/8"1' 5 7/8"6 15/16"1' 0 15/16"4 1/2"BM81' 6 7/8"11 7/8"H3H3H3H3H6H1H5 FJ7Bk2 FJ10Bk2 Flush beam depth greater than floor joist depth. Verify allloading and framing conditions prior to construction.An additional 8 PSF area dead load has been addedto account for tile load in the MBA on this floor.TJI Joists will be substituted with IB-400/600/700. Corresponding hangers will be substituted with IUS2.56/11.88 and/or IUS3.56/11.88.