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• <br /> • F 0 R T E " Main Level,Drop Beam over Front Porch(H) PASSED <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:13'6" <br /> + + <br /> o 0 <br /> „ <br /> a o <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(Patten) System:Roof <br /> Member Reaction(lbs) 1956 @ l'8 3/4” 10519(5.50") Passed(19%) -- _ 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 1251 @ 2'8 3/4" 4308 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 4087 @ 7'6 7/16" 5919 Passed(69%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.142 @ 7 5 5/8" 0.381 Passed(1/967) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.230 @ 7'5 3/4" _ 0.572 Passed(11597) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 <br /> •Deflection criteria:LL(L/360)and TL(1/240). <br /> •Overhang deflection criteria:LL(21/360)and TL(21/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NOS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories _ <br /> 1-Column SPF. 5.50" 5.50" 1.50 762 - 1194 _ ._1956 Blocking <br /> 2-Column-SPF 5.50" 5.50" 1.50" 595 943 1538 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 13'6" N/A 10.6 <br /> 1-Uniform(PSF) 0 to 13'6"(Front) 4'6" 20.0 35.0 Snow-Porch <br /> Weyerhaeuser Notes <br /> _. . _. 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.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,budder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser fadlities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servkxs/s_CodeReports.aspa. <br /> The product application,input design loads,dimensions and support information have been provided by Gonyea;plan dated 9/29/2016. <br /> Forte Software Operator Job Notes 10/20/2016 3:23:05 PM <br /> Jeffrey Doty.Design Supervisor Gonyea Homes-GH0660 Forte v5.1, Design Engine:V6.5.1.1 <br /> Lyman_umber Comor:ny 780 Lakeview Parkway;Orono,tiN 780 Lakeview Parkway;Orono,MN.4te <br /> X952)470-4866 Evenson Residence <br /> Leif_d,t:'t tyrnaniumber can 10;20/2014:#21554 Page 19 Of 32 <br />