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�9 r Q R E ' MEMBER REPORT Level,Roof.Flush Beam overfamily room 18"LAS PASSED <br /> r 3 piece(s) 13/4" x 18" 2.0E Microllam@ LVL <br /> Overall Length:23'1/4" <br /> 0 <br /> r J T t <br /> 1 � <br /> r � r <br /> 22'4" <br /> c o <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual <br /> Resp Actual a Location Albwal Result LDF I oad:Combinatirur(Patlarn) System:Roof <br /> Member Reaction(lbs) 9431 @ 22'11" 10467(2.75") Passed(90%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 8000 @ 1'11 1/2" 20648 Passed(39%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 52758 @ 11'7 1/2" 66849 Passed(79%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.686 @ 11'7 1/2" 0.753 Passed(L/395) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 1.013 @ 11'7 1/2" 1 1.129 Passed(L/267) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(W):Top compression edge must be braced.16'T'o/c unless detailed otherwise. <br /> Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 23'o/c unless detailed otherwise. <br /> Beartnq Loads to Supports(lbs) <br /> Supports Total Available I Required Dead Smw I Total ACceeso►ies <br /> 1-Stud wall-SPF 5.50" 5.50" 4.31" 3110 6510 9620 Blocking <br /> 2-Column-SPF 2.75" 2.75" 2.48" 3049 6382 9431 Blocking <br /> •Blocking Panes are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. <br /> Tributary Dead snow <br /> Loads Location(Side) Wkhh (0.90) (1.15) comments <br /> 0-Self Weight(PLF) 0 to 23'1/4" N/A 27.6 <br /> actual max snow <br /> 1-Uniform(PSF) 0 to 23'1/4"(Top) 16' 15.0 35.0 loading and code <br /> minimum dead bad <br /> Member Notes <br /> member is flush,in ceiling,span is from exterior wall interior edge to shower side of bearing wall(nerd to toilet). <br /> Weyerhaeuser Notes (tom 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. YY <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, <br /> Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design bads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software operator ,lob Notes 2/10/2018 4:52:53 PM <br /> t 0.��.ctisll L"-fr^ <br /> --"--- Forte v5.3,Design Engine:V7.0.0.5 <br /> �itfifl I�aci.a�! <br /> NEWJo6.4fe <br /> i370Y224-=84a <br /> mCttfiniYi;hotntaiLcem <br /> Page 2 of 5 <br />