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1 F O R T E MEMBER REPORT Main Level, Flush Beam over Great Room(D) PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:7' + + O ill.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL0 0 E All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 588©6'8 1/2" 1913(1.50") Passed(31%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 399 @ 5'11 1/4" 2498 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 723 @ 4'2 1/4" 3431 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.013 @ 3'7 5/16" 0.161 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.019 @ 3'7 3/16" 0.323 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'6"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'6"o/c unless detailed otherwise. •Applicable calculations are based on NDS. Beating Loads to Supports(lbs) Suppelti Total Available Required Dead Live Total Accessories 1-Hanger on 9 1/4"SPF beam 3.00" Hangers 1.50" 110 231 341 See note s 2-Hanger on 9 1/4"SPF beam 3.50" Hangers 1.50" 167 385 552 See note •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • s See Connector grid below for additional information and/or requirements. Connector:Simpson Tie Connectors Support Modal Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger SUL210-2 2.44" N/A 14-10d common 6-16d x 2-1/2 2-Face Mount Hanger SUR210-2 2.44" N/A 14-IOd common 6-16d x 2-1/2 Tributary Dead Floor Live Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 3"to 6'8 1/2" N/A 7.0 1-Tapered(PSF) 0 to 4'(Front) 1'to 1'6" 15.0 40.0 Floor-Upper Level 2-Tapered(PSF) 4'to 7(Front) 3'9"to 4'6" 15.0 40.0 Floor-Upper Level /� Weyerhaeuser Notes (Z)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by BD;plan dated 4/3/2018. Forte Software Operator Job Notes 4/12/2018 3:21:36 PM Jeffrey Doty,Design Supervisor Norton Homes Forte v5.3,Design Engine:V7.0.0.5 Lyman Lumber Company 4745 Augusta Street,Orono,MN 4745 Augusta Street, Orono,MN.4te (952)470-4866 Lakeview Model jeff_doty@lymanlumber.com 4/12/2018;#22767 Page 10 of 14