Laserfiche WebLink
,41F 0 R T E MEMBER REPORT Main Level, Drop Beam over Front Porch(H) PASSED <br /> 2 piece(s) 1 3/4"x 7 1/4" 1.55E TimberStrand® LSL <br /> Overall Length:21'6" <br /> + + <br /> o 0 <br /> 6'6" 11'6" x 6" <br /> 0 0 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 0 Location ' Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 3413 @ 8' 17850(12.00") Passed(19%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam <br /> Shear(lbs) 1454 @ 9'1 1/4" 6031 Passed(24%) 1.15 1.0 D+1.0 S(Adj Spans) Budding Use:Residential <br /> Moment(Ft-lbs) -3589 @ 8' 7156 Passed(50%) 1.15 1.0 D+1.0 5(Adj Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.269 @ 14'9 5/8" 0.417 Passed(L/559) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.422 @ 14'10 1/16" 0.625 Passed(L/355) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 <br /> •Deflection criteria:LL(L/360)and TL(1/240). <br /> •Overhang deflection criteria:LL(21/360)and TL(21/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 21'6"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 20'5"o/c unless detailed otherwise. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Stud wall-SPF 12.00" 12.00" 1.50" 375 745 1120 None <br /> 2-Stud wall-SPF 12.00" 12.00" 2.29" 1305 2108 3413 Blocking <br /> 3-Stud wall-SPF 12.00" 12.00" 1.50" 531 864 1395 None <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (LII) Comments <br /> 0-Self Weight(PLF) 0 to 21'6" N/A 7.9 <br /> 1-Uniform(PSF) 0 to 8'(Front) 6' 20.0 35.0 Snow-Porch <br /> 2-Uniform(PSF) 8'to 21'6"(Front) 4' 20.0 35.0 Snow-Porch <br /> Weyerhaeuser Notes ()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 BD;plan dated 4/3/2018. <br /> Forte Software Operator Job Notes 4/12/2018 3:21:36 PM <br /> Jeffrey Doty,Design Supervisor Norton Homes Forte v5.3,Design Engine:V7.0.0.5 <br /> Lyman Lumber Company 4745 Augusta Street,Orono,MN 4745 Augusta Street, Orono, MN.4te <br /> (952)470-4866 Lakeview Model <br /> jeff_doty@lymanlumber.com 4/12/2018:#22767 <br /> Page 5 of 14 <br />