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1816 WETMORE AVE 2020-06-15
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1816 WETMORE AVE 2020-06-15
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6/15/2020 7:46:44 AM
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6/15/2020 7:45:41 AM
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Address Document
Street Name
WETMORE AVE
Street Number
1816
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Level. 1-12-L1 <br /> 1 piece(s) 4 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:4'3" <br /> 4t. 4. 4r <br /> o a <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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 1179 @ 0 2231(1.50") Passed(53%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Shear(lbs) 682 @ 10 3/4" 3351 Passed(20%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 1253 @ 2'1 1/2" 5022 Passed(25%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.010 @ 2'1 1/2" 0.142 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.013 @ 2'1 1/2" 0.213 Passed(U999+) — 1.0 D+0.75 L+0.75 5(All Spans) <br /> •Deflection asteria:LL(1/360)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 4'3°o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'3"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead nli oor <br /> Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50' 247 765 478 1490 None <br /> 2-Trimmer-SPF 1.50" 1.50' 1.50' 247 765 478 1490 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 4'3" N/A 8.2 <br /> 1-Uniform(PSF) 0 to 4'3" 9' 12.0 40.0 25.0 Residential-Living <br /> Areas <br /> Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> 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 <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser <br /> product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> 1 <br />
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