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4020 HOYT AVE 2025-10-06
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4020 HOYT AVE 2025-10-06
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10/6/2025 8:05:06 AM
Creation date
9/15/2025 1:22:15 PM
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HOYT AVE
Street Number
4020
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.I FORTE W EB MEMBER REPORT PASSED <br /> Level, UPPER LEVEL HEADER <br /> 1 piece(s)4 x 4 HF No.2 <br /> Overall Length 9'8 3/4" <br /> 0 0 <br /> it <br /> 4' I 4' <br /> 0 J f 0 <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). <br /> Design Results Actual 0 Location AOowed ResuR LDF Load:Combinedon(Pattern) Member Length:9'8 3/4" <br /> Member Reaction(Ibs) 404 @ 0 2126(1.50") Passed(19%) — 1.0 D+1.0 S(Alt Spans) System:Wall <br /> Shear(Ibs) 487 @ 3'10" 1409 Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Member Type:HeaderBuilding Use:Residential <br /> Moment(Ft-Ibs) -393 @ 5'5 3/4" 873 Passed(45%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2018 <br /> Live Load Defl.(in) 0.053 @ V 11 718" 0.142 Passed(U970) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.061 @ V it 7/8" 1 0.213 1 Passed(L/840) — 1.0 D+1.0 S(Alt Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Applicable calculations are based on NDS. <br /> •This product has a square cross section.The analysis engine has checked both edge and plank orientations to allow for either installation. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Requirod Dead Snow Factored Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1r 54 350 404 None <br /> 2-Trimmer-SPF 17.75" 17.75" 17.75" 194 1578 1772 None <br /> 3-Trimmer-HF 1.50" 1.50" 1.50" 54 350 404 None <br /> Lateral Bracing Bracing 1narva. comments <br /> Top Edge(Lu) End Bearing Points <br /> Bottom Edge(Lu) End Bearing Points <br /> Dead Snow <br /> Vertical Loads Location Try w m <br /> ry (0-90) (1.15) Coments <br /> 0-Self Weight(PLF) 0 to 9'8 3/4" N/A 3.1 - <br /> 1-Uniform(PLF) 0 to 9'8 3/4" N/A 28.0 200.0 <br /> Weyerhaeuser 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 www.weyerhaeuser.com/woodproducts/ <br /> document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes 7/18/2024 11:00:50 PM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB 0.8, Engine: V8.4.1.22,Data: V8.1.6.2 <br /> (425)339-0293 <br /> clalonde@sdaeverett.com Weyerhaeuser File Name: 10052 <br /> Page 2/ 5 <br />
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