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l !"4.itS I C VV Co MEMBER REPORT PASSED <br />MAIN, JST#3 <br />1 piece(s) 11 718" TJI@ 110 @ 16" OC <br />1 <br />Overall Length: 12' 1 U" <br />12' 3" <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />,Design Results <br />AMal Q Location <br />Allowed <br />is erAt <br />UW <br />Load, Combtnatloa (Pattern) <br />Member Reaction (Ibs) <br />428 @ 3 1/2" <br />910 (13Y) <br />Passed (47%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />428 @ 3 1/2" <br />1560 <br />Passed (27%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />1318 @ 6' 51/2" <br />3160 <br />Passed (42%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.109 @ 6' 5 1/2" <br />0.30E <br />Passed (L/999+) <br />— <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) 1 <br />0.142 @ 6' 5 1/2" <br />0.617 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />TJ Pro'" Radn1 <br />51 <br />40 <br />Passed <br />_ <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• A structural analysis of the deck has not been performed. <br />• Deflection analysis is [lased on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is nailed down. <br />• Additional considerations for the TJ-Pro'" Rating indude: None. <br />Supports <br />Bearing Length <br />Loads to Supports (Ibs) <br />Accessodes <br />Total <br />Available <br />Requked <br />Deed <br />FlaarLlve <br />Fs toned <br />1 - Hanger on 11 7/8" GL6 beam <br />3.50" <br />Banger' <br />1.75" J - 2 <br />103 <br />344 <br />448 <br />See note' <br />2 - Stud wall - SPF <br />3.50" <br />2.25" <br />1.75" <br />102 <br />340 <br />442 <br />1 i 1!4" Rim Board <br />...... ......... ...—........; w — r w.—...,.y„— "r —"r score. r, uv W—.y rue n iernue. h.r•vng ax,'y+yne[F,. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• 1 See Connector grid below for additional Information and/or requirements. <br />• I Required Bearing Length / Required Bearing Lergth with Web Stiffeners <br />Lateral Bracing <br />eradng Inbarmis <br />Comte <br />Top Edge (Lu) <br />T a/c <br />Bottom Edge (Lu) <br />12' S' o/c <br />• I x JOISTS are orny anaryzea using maximum Auowaohe orachng solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />0 <br />System : Floor <br />Member Type: Joist <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />Connector: Simpson Strong -Tie <br />support <br />Modal <br />Seat Length <br />I TOP Fasteners I Face Fi staiNN <br />Member Fasteners <br />Acceswries <br />1 - Face Mount Hanger <br />[US1.81/11.88 <br />2.^,0" <br />N/A 10-10dxl..5 <br />2-Strong-Grip <br />- ncr.cr w nrmu.r.ar.wrnr nerves ecru ursOuwons ror proper msanaoun anu use or au connectors. <br />Vertical Load <br />Location <br />Spedng <br />DOad <br />(0.90) <br />Floor Live <br />(1.00) Comments <br />1 - Uniform (PSF) <br />0 to 12' 10° <br />16" <br />12.0 <br />40.0 FLR <br />q r•YOY.1Q1 \1VY<A <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 thirdpartycertified 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.w"erhaeiiser.com/woodproducts/document-library. <br />The product application, Input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWE9 Software Operator Job Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-02.93 A <br />clalonde@sdaeverett.com Weyerhaeuser File Name: 9902 <br />