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ri1 F O R T E ." Main Level,Drop Beam over Front Porch(V) PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:7'6" <br /> • <br /> + + <br /> o 0 <br /> • <br /> 7'6" _ <br /> CI 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(Pattern) System:Roof <br /> Member Reaction(lbs) 1367 @ 4" 7013(5.50") Passed(19%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 919 @ 1'2 3/4" 2872 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2128 @ 3'9" 3946 Passed(54%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.040 @ 3'9" 0.228 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Deti.(in) 0.065 @ 3'9" 0.342 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Brading(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bradng Is required to achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Requited Dead Snow Total Aaoesaories <br /> 1-Column-SPF 5.50" 5.50" 1.50" 514 853 1367 Blocking <br /> 2—Stud wall-SPF - 530" 5.50"• 1.50". -514 853 - 1367 Bioddng <br /> •Blocking Panels are assumed to carry no loads applied directly above thee 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-Sett Weight(PLF) 0 to 7'6" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 7'6"(Front) 6'6" 20.0 35.0 Snow-Porch <br /> Weyerhaeuser Notes (^�J <br /> SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of Its products wit be In accordance with Weyerhaeuser product design criteria and published design values. YYY <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,Blocldrg Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to <br /> dreumvr t the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser fadiitles 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 cement code evaluation reports refer to http://www.woodbywy.cont/services/s_CodeReports.aspx. <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 /> Forte v5.1, Design Engine:V6.5.1.1 <br /> Jeffrey Doty,Design Supervisor Gonyea Homes-GH0680 <br /> Lyman Lumbar Company 783 Lakeview Parkv.av:Orono,MN 780 Lakeview Parkway:Orono. MN.4te <br /> ,9521470-4896 Evenson Residence <br /> elf_dotyL,Liymank:mber.cam 10/20/20 5:421554 Page 20 of 32 <br />