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I F 0 R T E " MEMBER REPORT Level, Floor Flush Beam supporting point load from above PASSED <br /> 4 piece(s) 13/4" x 9 1/4" 2.0E Microllam® LVL <br /> Overall Length,6'5 11/2" <br /> r + <br /> 5'6 112" <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 Rewits Ached 0 Lamtlon Affoomd Result LDF toad:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 9612 @ 4" 16363(5.50") Passed(59%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 9568 @ 1'2 3/4" 14148 Passed(68%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential <br /> Moment(Ft-lbs) 24681 @ 2-11- 25769 Passed(96%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Dell.(in) 0.116 @ 2'11" 0.145 Passed(L/601) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.172 @ 2'11" 1 0.290 Passed(L/405) 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/480)and TL(L/240). <br /> •Top Edge Bracing(W):Top compression edge must be braced at 6'6"o/c unless detailed otherwise. <br /> Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'6"o/c unless detailed otherwise. <br /> Member should be side-loaded from both sides of the member to prevent rotation. <br /> tlearhrq Loads to Supports(Rn) <br /> Supports Total Avellable Required Dead Floor Snow Tocol Acosssorles <br /> Uwe <br /> 1-Plate on concrete-SPF 5.50" 5.50" 3.23" 3175 129 6437 9741 Blocking <br /> 2-Plate on concrete-SPF 5.50" 5.50" 2.61" 2579 129 5183 7891 Blocking <br /> •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. <br /> Tributary Dead Floor Lire Snow <br /> Loads Location(side) width (0.90) ( .00) (LIS) Coqunemts <br /> 0-Self Weight(PLF) 0 to 6'5 1/2" N/A 18.9 <br /> 1-Uniform(PSF) 0 to 6'5 1/2" 1' 17.0 40.0 _ Residential-Uving <br /> To Areas <br /> Linked from:Roof: <br /> 2-Point(Ib) 2'11"(Front) N/A 3049 - 6382 Flush Beam over <br /> family room 18" <br /> LVIs SuDDort 2 <br /> Linked from:Roof: <br /> 3-Point(lb) 2'11"(Front) N/A 2474 - 5238 Flush Beam over <br /> owners suite, <br /> Support <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. YYY <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 riot 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.com/woodproducts/dDcunwnt-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator .lob Notes 2/1012018 4:52:53 PM <br /> Mn t&lmi Dtf;r Forte v5.3,Design Engine:V7.0.0,5 <br /> tf n L eSigll NEWJob.4te <br /> 3_x01 224-.'844 <br /> „udljin�;P,etmaL;;onj <br /> Page 4 of 5 <br />