Loading...
HomeMy WebLinkAboutM001.0Indy Design Center352 South County Road 300EDanville, IN 46122Phone: 317-745-9984design@0720.84Lumber.comFP Supply Indianapolis prepared these placement plans for the specification of Trus Joist products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by thebuilding codes. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Architectural Drawings Prepared By:Pyatt BuildersStructural Drawings Prepared By:3/6/201984 Lumber 0707Kevin BeherPyatt BuildersTG 49Rev.ByDateCommentsDrawn By:CBChecked By:Date:3/8/2019SOHO 2019-0467CB Sheet 1 of 1 Second Floor System Scale: 1/4" = 1'0" Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 User HUS1.81/10 User Defined --Not Required Not Required Not Required H2 1 Simpson HUS1.81/10 Undesigned 30- 10d common -10- 10d common --No No No H3 3 Simpson IUS2.06/11.88 Undesigned 10- 10d common ----2 No No H5 19 Simpson IUS2.06/11.88 Undesigned 10- 10d x 1-1/2 ----No No No H6 6 Simpson IUS2.37/11.88 Undesigned 10- 10d x 1-1/2 ----No No No Products PlotID Length Product Plies Net Qty FJ101 23' 0" 11 7/8" TJI® 210 1 2 FJ102 20' 0" 11 7/8" TJI® 210 1 6 FJ103 19' 0" 11 7/8" TJI® 210 1 1 FJ104 18' 0" 11 7/8" TJI® 210 1 4 FJ105 8' 0" 11 7/8" TJI® 210 1 3 FJ106 5' 0" 11 7/8" TJI® 210 1 6 FJ107 4' 0" 11 7/8" TJI® 210 1 2 FJ108 42' 0" 11 7/8" TJI® 360 1 6 FJ109 20' 0" 11 7/8" TJI® 360 1 2 FJ110 19' 0" 11 7/8" TJI® 360 1 6 BM101 24' 0" 1 3/4" x 24" 2.0E Microllam® LVL 2 2 BM102 20' 0" 1 3/4" x 20" 2.0E Microllam® LVL 2 2 BM103 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4 BM104 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 BM105 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 3 Ca101 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 7 Accessories PlotID Length Product Plies Net Qty 1' 0" 3/4" or 7/8" Backer Blocks 1 4 1' 0" 7/8" or 1" net Backer Blocks 1 4 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 38 Blocking PlotID Length Product Plies Net Qty Bk101 2' 0" 11 7/8" TJI® 210 1 27 Bk101 2' 0" 11 7/8" TJI® 210 1 3 Bk102 2' 0" 11 7/8" TJI® 360 1 2  LEVEL NOTES  Current Date: 3/11/2019  File Name: 2019-0467CB.jvl  Level Name: First FLoor System  Building Code - Design Methodology: IBC 2006  FLOOR  Floor Container: FC7  Use/Occupancy: ResidentialLivingAreas  Floor Area Loading is: 30.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load  Operator Added Additional Loads Floor Maximum Allowed Deflection  L/480 Live Load & L/240 Total Load 11 7/8" TJI-joists @ 19.2" o.c. 11 7/8" TJI-joists @ 24" o.c. 11 7/8" TJI-joists @ 24" o.c. B1 A3 A3 A3 H2 B1 E1 B4 B1 E1 B1H2H2 H2 E1 BM102 BBO BM103 BM103 BM104 FJ104FJ105FJ104FJ105FJ106FJ106FJ102FJ110FJ106FJ102FJ110FJ106FJ110FJ106FJ102FJ110FJ106Ca101Ca101Ca101Ca101Ca101Ca101 Ca101 Ca101 Ca101 Ca101 Ca101 Bk101 Bk101 FJ102FJ107BM105BM105BM105 Bk101 Bk101FJ109FJ110FJ110Bk101FJ102FJ1024' 6" 1' 9" 1' 5 15/16"FJ108FJ108FJ108FJ108FJ108FJ101FJ108FJ104FJ105FJ109Bk102 FJ103BM101Ca101 1' 7 3/4" 2' 0" 7 15/16"H5H6H6H5H5H5H5H5H5H6H5H5H5H5H5H5H5H2H6H6H5H5H5H6H5H5FJ104Bk101 FJ107 H3H3 FJ101H31' 1 3/8" 1' 0" 1' 1" H1 Roof is assumed to be a truss roof system with all the roof loads being transferred to exterior walls.  No roof loads have been applied to the interior walls for the design of this structure unless shown on the roof truss layout.  Please verify roof truss system prior to construction. Design Loads Floor Loads Live Load = 40 psf Live Load = 30 psf (Sleeping Area only) Dead Load = 10 psf Roof Load Snow Load = 20 psf Dead Load = 20 psf (4) 2x6's