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F 0 R T E MEMBER REPOR— Roof Level,Interior Beam PASSED <br /> 1 pieces)3 1/2"x 12"24F-V4 DF Glulam <br /> Overall Length: 11' 11" <br /> 0 <br /> 11' <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 @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 2927©4" 7796(5.50") Passed(38%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 2210 @ 1'5 1/2" 8533 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Pos Moment(Ft-lbs) 7771 @ 5'11 1/2" 19320 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.129 @ 5'11 1/2" 0.375 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.195 @ 5'11 1/2" 0.563 Passed(L/692) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 11'11"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'11"o/c unless detailed otherwise. <br /> •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=11'3". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Stud wall-HF 5.50" 5.50" 2.06" 990 1936 2926 Blocking <br /> 2-Stud wall-HF 5.50" 5.50" 2.06" 990 1936 2926 Blocking <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) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 11'11" N/A 10.2 <br /> 1-Uniform(PSF) 0 to 11'11"(Front) 13' 12.0 25.0 Roof Load <br /> Weyerhaeuser Notes lv 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 Forte Software Operator <br /> Forte Software Operator Job Notes 5/16/2018 8:13:58 PM <br /> Brian Walkenhauer Forte v5.3,Design Engine:V7.0.0.5 <br /> Coffman Engineers Grand Ave Gravity Design.4te <br /> (206)623-0616 <br /> waikenhauer@coffman.com Page 2 of 9 <br />