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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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Street Name
WETMORE AVE
Street Number
1816
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Level. 81-L1 <br /> 1 piece(s) 5 1/4" x 11 7/8" 2.0E Parallam® PSL <br /> Overall Length: 14'7" <br /> + + <br /> 14 _ <br /> X <br /> 0 <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:Roof <br /> Member Reaction(lbs) 4225©2" 7809(3.50") Passed(54%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 3483 @ 1'3 3/8" 13861 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 14709 @ 7'3 1/2" 34332 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.238©7'3 1/2" 0.475 Passed(L/718) — 1.0 D+1.0 5(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.394 @ 7'3 1/2" 0.712 Passed(L/434) _ — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> •Deflection criteria:LL(LJ360)and TL(1./240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 14'7"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'7"o/c unless detailed otherwise. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof Snow Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.89" 1673 2552 2552 6777 Blocking <br /> 2-Stud wall-SPF 3.50° 3.50" 1.89" 1673 2552 2552 6777 Blocking <br /> •Blocking Panels are assumed to cany no loads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Dead Rod Live Snow <br /> Loads Location(Side) Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 14'7" N/A 19.5 <br /> 1-Uniform(PSF) 0 to 14'7"(Front) 14' 15.0 25.0 25.0 Roof <br /> Weyerhaeuser Notes l 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 />
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