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MEMBER REPORT PASSED <br />CRAWL SPACE, JST#8 <br />1 piece(s) 2 x 6 HF Ill @ 16" OC <br />1 <br />Overall Length: 6' S" <br />m <br />6' <br />1A <br />9 <br />All locations are measured from the outside face of left support (or left cantilever end). Ali dimensions are horizontal. <br />Design Results <br />Member Reaction (lbs) <br />Actual a Location <br />288 C4` 3 1/2" <br />Allowed <br />911 (1.50") <br />Result <br />Passed (32%) <br />LDF <br />-- <br />Load: Combination (Pattern) <br />1.0 D 1 1.0 L (Ail Spans) <br />Shear (Ibs) <br />244 @ 9" <br />825 <br />Passed (30%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs) <br />432 @ 3' 3 1/2" <br />801 <br />Passed (54%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.086 @ T 3 1/2" <br />0.150 <br />Passed (Lr'834) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Di (in) <br />0.104 @ 3' 3 112" <br />0.300 <br />Passed (L/695) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pro'" Rating <br />N/A <br />N/A <br />NJA <br />- <br />N/A <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• Applicable calculations are based on Nos, <br />• No composite action between deck and joist was considered in analysis. <br />Supports <br />1 - Hanger an 5 1/2" HF beam <br />Bearing Length <br />Loads to Supports. (Ibs) <br />-.-..._ <br />Accessories <br />See note ' <br />Total <br />3.50" <br />Available <br />Hanger' <br />Required <br />1.50" <br />Dead <br />53 <br />Floor Live Factored <br />263 316 <br />2 - Hanger on 5 t/2" HF Ledger <br />1.50" <br />Hanger' <br />1.50" <br />so <br />250 300 <br />See note <br />- .. aril suppo u, ow, uconuy wmoulun Is cqual to -c W1— ul ulc "wtcnm mat is suppurung me "anger <br />•' See Connector gild below for additional information and/or requirements. <br />Lateral Bracing Bracing Intervals comments <br />Top Edge (Lu) Continuous <br />Bottom Edge (Lu) End Bearing Points <br />System : Floor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASO <br />Connector: Simpson Strong -Tie <br />support Mode!Sent Length Top Fasteners Face Fasteners Member Fasteners lAccessoldes <br />1 - race Mount Hanger LU26 1,50" N/A 6-10dx1.-I 4-10dx1.5 <br />2 - Face Mount Hanger LU26 1.50" N(A 6-10dxi.5 4-lidx1.5 <br />• Refer to manufacturer notes and instructions for orcoer installation and use of all connectors. <br />Ver heal Load Location (Side) Spacing <br />Dead <br />(0,90) <br />Floor Live <br />(1.00) <br />i <br />Comments <br />1 - Uniform (PSF) 0 to 6' 5" 16" <br />12.0 <br />60.0 <br />DECK <br />Weverhaeuser Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction, The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser,com/woodproducts/document-library, <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />- _ - - _-___w _-_-..-..--_ <br />ForteWES Software Operator Job Notes 10/8/2023 9:45:37 PM LTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />a lo 339.02 clFile Name: 9902 <br />dalnde@:sdaeverett.com �r�}'crhae ;c6r <br />I <br />