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2 FO RT E W E B MEMBER REPORT PASSED <br />Upper Floor, Floor: U]-02 <br />1 piece(s) 11 7/8" T710 210 @ 19.2" OC <br />0 <br />Overall Length: 17 3" <br />1, 3 <br />a o <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Aebral 0 Location <br />Allowed <br />It <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (Ibs) <br />733 @ 3 1/2" <br />1005 (1.75") <br />Passed (73%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (lbs) <br />733 @ 3 1/2" <br />1655 <br />Passed (44%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs) <br />3056 @ 8' 7 1/2" <br />3795 <br />Passed (81%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.320 @ 8' 7 1/2" <br />0.417 <br />Passed (L/625) <br />— <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.440 @ 8' 7 1/2" <br />0.833 <br />Passed (L/454) <br />1.0 D + 1.0 L (All Spans) <br />TJ-Prot" Rating <br />40 <br />40 <br />1passed <br />• Deflection criteria: LL (L/48u) and I L (L/15u). <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 based an composite action with a single layer of 23132" Weyerhaeuser Edge- Panel (24" Span Rating) that is glued and nailed down. <br />• Additional considerations for the TJ-Pro'" Rating include: 1/2" Gypsum ceiling. <br />Supports <br />Bearing Length <br />Loads to support (Iba) <br />Aaoexorl� <br />Total <br />Available <br />ReWd ed <br />Dead <br />Floor Live <br />Factored <br />1 - Hanger on 11 7/8" LSL beam <br />3.S0" <br />Hangers <br />1.75" / - 2 <br />207 <br />552 <br />759 <br />See note s <br />2 - Hanger on 11 7/8" LSL beam <br />3.50" <br />Hangers <br />1 135' / - � <br />207 <br />552 <br />759 <br />See note � <br />• At ranger SUPPIXi5, me solos Dearing amrerlWn - cyua W Yc n'uu�. �c ..wac. ro. pro. .a a•Vw""'y "^ •^'•-�`-' <br />• s See Connector grid below for additional information and/or requirements. <br />• z Required Bearing Length / Required Bearing Length with Web Stiffeners <br />Lateral Bracing <br />Bracing Intervals <br />Correrteres <br />Top Edge (Lu) <br />4' 1" o/c <br />Bottom Edge (Lu) <br />16' 8" o/c <br />•TJI joists are only analyzed using Maximum Allowable bracing sotubons. <br />-Maximum allowable bracing intervals based on applied load. <br />I <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 />Model <br />Seat Length <br />Tap Fasteners <br />FaceFastenrs <br />Member Fasteners <br />Aa-----rs <br />1- Top Mount Hanger <br />ITS2.06/11.88 <br />2.00" <br />4-10dx1.5 <br />2-10dx1.5 <br />2-Strong-Grip <br />2 - Top Mount Hanger <br />IT52.06J11.88 <br />Z.OD" <br />4-10dx1.5 <br />2-10dxL5 <br />2-Strung-Grip <br />. Refer to manufacturer notes and instructions ror proper msmraaun ano use or an wnnel.wln. <br />Vertical Load <br />Location <br />spacing <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />comnrert <br />1 - Uniform (PSF) <br />0 to 17' 3" <br />19.2" <br />15.0 <br />40.0 <br />Default Load <br />Member Notes <br />n-02 <br />ForteWEB Software Operator 8/24/2022 10:45:10 PM UTC <br />v3.4, Engine: V8.2.2.122, Data: V8.1.2.2 <br />File Name: 8-Plex <br />U <br />Job Notes <br />Ryan Hartman <br />'Ryan Hartman <br />AForteWEB <br />ffTL ng <br />(425) 814-8448 <br />ryan.hartman@btleng.net <br />Weyerhacuccr <br />