Laserfiche WebLink
t�i F 0 R T E + MEMBER REPOR' Level,Roof.-Flush Beam over owners suite PASSED <br /> 3 piece(s) 13/4" x 16" 2.0E Microllam® LVL <br /> Overall Length: 18'11 14' <br /> i <br /> 1r1,;„ <br /> F21 <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 Achud 0 Location ANowed ResWt LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 7713 @ 1 1/4" 10467(2.75") Passed(74%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 6424 @ 1'6 3/4" 18354 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Budding use:Residential <br /> Moment(Ft-lbs) 35273 @ 9'4 1/4" 53672 Passed(66%) 1.15 1.0 D+1.0 S(All Spans) Budding Code:IBC 2015 <br /> Live Load Defl.(in) 0.445 @ 9'4 1/4" 0.617 Passed(L/499) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.655 @ 9'4 1/4" 0.925 Passed(L/339) 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 at 9'1"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'11"o/c unless detailed otherwise. <br /> Bearing Loads to Supporta(lot) <br /> Supports Total Available Required Dead Snow Tote) Accessories <br /> 1-Column-SPF 2.75" 2.75' 2.03" 2474 5238 7712 Blocking <br /> 2-Stud wall-SPF 5.50" 5.50" 3.54" 2535 5367 7902 Blocking <br /> •Blocking Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Deed Snow <br /> Loads Login(side) W1rnb (0-90) (1.15) corimnenf$ <br /> 0-Sell Weight(PLF) 0 to 18'11 1/4" N/A 24.5 <br /> 0 to 18'11 1/4" actual max snow <br /> 1-Uniform(PSF) (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(next to toilet). /�� <br /> Weyerhaeuser Notes �}SUSTAINABLE FORESTRY INITIATNE <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.cam/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> j Forte Software Operator .lob Notes 2/10/2018 4:52:53 PM <br /> e, <br /> —------ Forte v5.3,Design Engine:V7.0.0,5 <br /> Ces'gn NEINJob.4te <br /> 3- _4_-Fac <br /> „1n11-h�Inl dll.�Ofil <br /> Page 3of5 <br />