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a F 0 R T E ( MEMBER REP Roof Level, Floor Joist Under Post PASSED <br /> 1 piece(s)4 x 8 Hem-Fir No.2 <br /> Overall Length: T 1" <br /> + 1 + <br /> O 0 <br /> z , <br /> , <br /> cak <br /> Iy 6'LO•R y1 <br /> 1 'I <br /> 0 0 <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) 2323 @ 6'11" 4961(3.50") Passed(47%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 2317 @ 6'2 1/4" 2918 Passed(79%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 3282 @ 5'6" 3247 Passed(101%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.086 @ 4' 0.221 Passed(L/924) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.132 @ 3'11 7/8" 0.331 Passed(L/602) -- 1.0 D+1.0 5(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 6"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'10"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Hanger on 7 1/4"HF beam 3,50" Hanger° 1.50" 233 414 647 See note 1 <br /> 2-Stud wall-HF 3.50" 3.50" 1.64" 801 1522 2323 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 /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> • 1 See Connector grid below for additional information and/or requirements. <br /> Connector:Simpson Strong-Tie Connectors <br /> Support Model Seat Length Top Nails Face Nails Member Nails Accessories <br /> 1-Face Mount Hanger LUS46 2.00" N/A 4-10d common 4-10d common <br /> Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 3 1/2"to 7'1" N/A 6.4 <br /> 1-Point(lb) 5'6"(Front) N/A 990 1936 Linked from:Interior <br /> Beam,Support 2 <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. Y <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 /> walkenhauer@coffman.com Page 3 of 9 <br />