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5103 S 4TH AVE 2024-02-16
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5103 S 4TH AVE 2024-02-16
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2/16/2024 11:36:37 AM
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2/16/2024 11:35:33 AM
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Address Document
Street Name
S 4TH AVE
Street Number
5103
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" I FO R T E WEB MEMBER REPORT PASSED <br /> Calc#,#4 Wall:Header Living Room <br /> 2 piece(s)2 x 8 DF No.2 <br /> Overall Length:3 <br /> 0 0 <br /> ili <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 1550 @ 0 2813(1.50") Passed(55%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1120 @ 8 3/4" 3002 Passed(37%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2034 @ 2'7 1/2" 2720 Passed(75%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.045 @ 2'7 1/2" 0.131 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.066 @ 2'7 1/2" 0.262 Passed(L/951) — 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflection criteria:LL(1/480)and TL(1/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 487 630 788 1905 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 487 630 788 1905 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 5'3"o/c <br /> Bottom Edge(Lu) 5'3"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (L00) (L15) Comments <br /> 0-Self Weight(PLF) 0 to 5'3" N/A 5.5 — — <br /> 1-Uniform(PSF) 0 to 5'3" 12' 10.0 - 25.0 roof <br /> 2-Uniform(PSF) 0 to 5'3" 6' 10.0 40.0 - floor <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)am 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.Coro/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator lob Notes 9/19/2021 3:34:02 PM UTC <br /> Ken Nguyen <br /> Nr Engineers ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (425)891-5111 <br /> housedesign4u@outlook.com Weyerhaeuser File Name:Everett Remodel 5103 5 4th Ave#A 98023 <br /> J j J Page 6/6 <br />
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