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Level, B6-L 1 <br /> 1 piece(s) 4 x 12 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 12' 1" <br /> 11'6'• <br /> X X <br /> 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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 1329 @ 2" 5206(3.50") Passed(26%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 1059 @ 1'2 3/4" 4075 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 3796 @ 6'1/2" 6810 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.097 @ 6'1/2" 0.392 Passed(11999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.162 @ 6'1/2" 0.587 Passed(1/869) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> •Deflection criteria:U.(L/360)and Tl.(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 12'1"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'1"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof <br /> Snow Total Accessories <br /> Live <br /> 1-Stud wall-SPF 3.50° 3.50" 1.50" 536 634 793 1963 Blocking <br /> 2-Stud wall-SPF 3.50' 3.50" 1.50" 536 634 793 1963 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 Roof Live Snow <br /> Loads Location(Side) Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 12'1" N/A 10.0 <br /> 1-Uniform(PSF) 0 to 12'1"(Front) 5'3" 15.0 20.0 25.0 Roof <br /> Member Notes <br /> FRONT PORCH BEAM 0 ROOF <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. <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 />