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' MEMBER REPORT Main Level, Flush Beam over Great Room(H) PASSED <br /> l F R T E 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:10' <br /> + + <br /> o 0 <br /> 1 9'G <br /> ,r -r <br /> 0 0 <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 Abroad Remit LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 1104©9'10 1/2" 3825(3.00") Passed(29%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 900©8'11 3/4" 2498 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2303©5'9 1/4" 3431 Passed(67%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.099©5'1 9/16" 0.244 Passed(1/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO <br /> Total Load Defl.(in) 0.143©5'1 9/16" 0.488 Passed(1/819) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/480)and Ti_(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 10'o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports • Total Available Required Dead FLive loor <br /> Total Accessorise <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 258 576 834 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 339 765 1104 None <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 10' N/A 7.0 <br /> 1-Uniform(PSF) 0 to 7'3"(Front) 2'6" 15.0 40.0 Floor-Upper Level <br /> 2-Uniform(PSF) T 3"to 10'(Front) 3'6" 15.0 40.0 Floor-Upper Level <br /> Linked from:Flush <br /> 3-Point(Ib) 7 3"(Front) N/A 110 231 Beam over Great <br /> Room(D),Support 1 <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 /> ieff_doty©lymanlumber.com 4/12/2018:#22767 <br /> Page 3 of 14 <br />