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4612 SEAHURST AVE 2018-02-09
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4612 SEAHURST AVE 2018-02-09
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2/9/2018 9:49:50 AM
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2/9/2018 9:49:44 AM
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Address Document
Street Name
SEAHURST AVE
Street Number
4612
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i RT AMEMBER REPO Main, M-01:Header • PASSED <br /> • I 1 piece(s) 4 Douglas Fir-Larch No. 2 <br /> Overall Length:9'9" <br /> Arfc <br /> • <br /> - - fie <br /> 9 3" r <br /> CI <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual©Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 601 @ 1 1/2" 4253(3.00") Passed(14%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 454 @ 1'2 1/4" 5434 Passed(8%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 1390 @ 4'10 1/2" 7004 Passed(20%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defi.(in) 0.014 @ 4'10 1/2" 0.317 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.034©4'10 1/2" 0.475 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(1/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> Rearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Plate-HF 3.00" 3.00" 1.50" 357 244 601 None <br /> 2-Plate-HF 3.00" 3.00" 1.50" 357 244 601 None <br /> Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 9'9" N/A 10.0 <br /> 1-Uniform(PSF) 0 to 9'9" 2' 31.6 25.0 Snow <br /> Member Notes �( <br /> Garage Doors <br /> Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser of ts h sv <br /> �Weyerhaeuser expresslywarrants disclaimsthatthesizing any otherits warranproductieswill relatedbein to theaccordance softwarewit.Refer toWeyerhaeuser current Weyerproducthaeuserdesign literaturecriteriaand forpubliinstallationheddesign details.alues. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 1/5/2017 2:25:05 PM <br /> Fore v5.1,Design Engine;:V6.5.1.1 <br /> :iafHgE". <br /> I..uw s Dor&Marla Carter Job.4te <br /> .;75 353-955" 4612 SnahuEst Aver..,. _ - <br /> Evtaka,.WA 96201 <br /> Pf4> <br />
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