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rl F 0 R T E MEMBER REPORT Lower Level, Flush Beam over Bar/Games Room(H) PASSED <br /> 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL <br /> Overall Length:15' <br /> + + <br /> o 0 <br /> 15. I <br /> I:I El <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 a Location Moored Result LDS Load:Commination(Patient) System:Floor <br /> Member Reaction(lbs) 12204 @ 4" 20934(5.50") Passed(58%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 5593 @ 1'7 1/2" 13965 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 24377 @ 7'5 11/16" 36387 Passed(67%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.294©7'5 15/16" 0.358 Passed(L/586) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.413©7'5 15/16" 0.717 Passed(L/416) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/480)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 12'8"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'o/c unless detailed otherwise. <br /> Bearing Loads to Supports(lb.) <br /> Total Available Required Dead Floor On Total Accessories <br /> 1-Trimmer-SPF 5.50" 5.50" 3.21" 3544 8660 12204 None <br /> 2-Trimmer-SPF 5.50" 5.50" 3.12" 3451 8410 11861 None <br /> Tributary Dead Floor Live <br /> Loads Loostlon(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 15' N/A 21.5 <br /> 1-Uniform(PSF) 0 to 11'(Front) 17' 15.0 40.0 Floor-Main Level <br /> 2-Uniform(PSF) 11'to 15'(Front) 16' 15.0 40.0 Floor-Main Level <br /> Linked from:Drop <br /> 3-Point(Ib) 0(Front) N/A 1478 3579 Beamover <br /> Kitchen/Dining(H), <br /> Support 1 <br /> Linked from:Drop <br /> 4-Point(Ib) 15'(Front) N/A 1431 3451 Beam over <br /> Kitchen/Dining(H), <br /> Support 2 <br /> Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products wit 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 11 of 14 <br />