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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, 82-L2 <br /> ' 1 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL <br /> Overall Length: 14'7" <br /> + + <br /> 1 I <br /> 14 <br /> 11 El <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 1267 @ 2" 1673(2.25") Passed(76%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 730 @ 1'2 3/4" 3741 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2099 @ 6'11 1/4" 8069 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defi.(in) 0.127 @ 7'3 7/16" 0.356 Passed(11999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Deft.(in) 0.200 @ 7'2 3/16" 0.712 Passed(11855) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(1/480)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 14'5"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'5"o/c unless detailed otherwise. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor <br /> Total Accessories <br /> Live <br /> 1-Stud wall-SPF 3.50" 2.25" 1.70" 885 389 1274 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" 1.50" 184 389 573 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1 1/4"to 14'5 3/4" N/A 5.7 <br /> Residential-Living <br /> 1-Uniform(PSF) 0 to 14'7"(Front) 1'4" 12.0 40.0 Areas <br /> 2-Point(Ib) 8"(Front) N/A 754 - <br /> Member Notes <br /> STAIR POCKET LEVEL 2 <br /> Weyerhaeuser Notes (Z�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 disdaims 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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