5901 23RD DR W ZAP ENERGY 2025-04-23

FORTE' WEB MEMBER REPORT PASSED Mezzanine,J1 1 piece(s)11 7/8"TJI®560® 12"OC Overall Length:21'7' 0 Jiiti -4- . —moo,•., _ II 20 8 / 1 E All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 674 @ 21'1 1/2" 1265(1.75") Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Member type:Joist Building Use: Shear(Ibs) 674 @ 21'1 1/2" 2050 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) IBCenti Building Code:: 2018 Moment(Ft-Ibs) 3498 @ 10'9" 9500 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.338 @ 10'9" 0.692 Passed(L/737) -- _1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.439 @ 10'9" 1.038 Passed(L/567) -- 1.0 D+1.0 L(All Spans) T)-Pro'"Rating 47 45 Passed -- -- •Deflection uite,ia:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge""Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the TJ-Pro"4 Rating include:None. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-HF 5.50" 4.00" 1.75" 161 538 699 1 1/2"Rim Board 2-Hanger on 11 7/8"HF beam 5.50" Hanger, 1.75"/-2 163 542 705 See note 1 •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. •2 Required Bearing Length/Required Bearing Length with Web Stiffeners Lateral Bracing Bradng Intervals Comments Top Edge(Lu) 9'6"o/c Bottom Edge(Lu) 21'o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. "Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger IUS3.56/11.88 2.00" N/A 12-10dx1.5 2-Strong-Grip •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 21'7" 12" 15.0 50.0 Dead+Live+ Partition Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties 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 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 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 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by KGU ForteWNEB Software Operator 30b Notes 4/15/2021 12:25:35 AM UTC Kyle Umlauf A Umlauf Engineers ForteWEB v3.1,Engine:V8.1.6.2,Data:V8.0.1.0 (509)551-6225 kyle@umlaufengineers.com Weyerhaeuser File Name: Copy of Zap Energy Page 2/4