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' �F O R T E F 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 /> 0 0 <br /> �� � <br /> n � - <br /> ii <br /> ii i <br /> i� i <br /> L � <br /> 1'6' �' 12' <br /> T 'f <br /> a o <br /> Alt Iocations are measured from the outside face of left support(or left candlever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi n R�ults acwa�o�oca�ion ai�vea ResuK lDF �oaa:comwn.non�vamem� syuem:Roor <br /> Member Reactlon(Ibs) 1956�1'8 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(AII Spans) Building Use:ResideMWl <br /> Moment(Ft-Ibs) 4087 @ 7'6 7/16" 5919 Passed(69%) 1.15 1.0 D+1.0 S(Alt Spans) auilding Code:IBC 2012 <br /> Live Load DeFl.(in) 0.142 @ 7'S 5/8" 0381 Passed(U96�) -- 1.0 D+1.0 S(Alt Spans) oes�gn Methodoiogy:nsD <br /> Total Load Defl.(in) 0.230 @ 7'S 3/4" 0.572 Passed(U597) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 <br /> •Defle�on trkeria:LL(L/360)and TL(U240)• <br /> •Overtiang deflectlon aiterW:LL(2L/360)and TL(2L/240). <br /> •&acing(Lu):All compression edges(top and bottom)must be braced at 13'6"o/c unless d�ailed otherwise.Praper attachment and positloning of lateral <br /> bracirg is required to achieve member stability. <br /> •ApplicaMe calalatbns are based on NDS. _ _ <br /> Besrinq �oads bo Suppats(qn) <br /> Supports rwa� avatmwe rteqwrea oeaa snow rwa� naessories <br /> 1-Column-SPF_ _ 5.50" 5.50" 1.50". _ T62 _ 1194 1956__ Blocking _ <br /> 2-Column-SPF 5.50" 5.50" 1.50" 595 943 1538 Blodcing <br /> •Bbcking Panels are assumed to carry no loads applied directly above tfre�n and the full load is applled to the member being desgned. <br /> TribuWry Dead Snow <br /> Loads i.ocarwn(swe) vrxnn (0.90� �i.is) comme� <br /> 0-Self Weight(PLF) 0 to 13'6" N/A 10.6 <br /> 1-UnHorm(PSF) 0 to 13'6"(FroM) 4'6" 20.0 35.0 Snow-Porch <br /> We eNtaeuser Notes �SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrards that the sizing of its products will be in aawdance witfi Weyerhaeuser produd design criterla and pudished design values. <br /> Weyerhaeuser expressly disdaims airy other wamaMles related to the software.Refer to current Weyerhaeuser IlheraWre far installatlon debBs. <br /> (www.woodbywy.com)Aocessories(Rim Board,&odcing Panels and Squash&ocks)are not designed by this software.Use of this sottware is rat intended to <br /> arcumvent the need far a design professbnal as determined by the authority having jurisdicdon.The designer of record,budder a framer is responsiWe to <br /> aswre that this pkulatlon is compadble wRh the overall pro�ed.Products manufactured at Weyerhaeuser fadlitles are lhird-paity oertlfled to sustainable <br /> forestry starMards.Weyerhaeuser Engir�eered Lumber Products have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested in <br /> aaordance with applicable l�STM slandarcls. For wrreM code evaluation reports refer to hpp://www.vroodbywy.comJservices/s_CodeReports.aspa. <br /> The product appYcadon,input design loads,dimensions and support informadon have been provided by Gorryea;qan da0ad 9/29/2016. <br /> Forte Software Operator dob Notes 10;2012016 3:23:05 PM <br /> Jefirey Dory.Design Supervisor Gonyea Homes-GH0660 FOI't8 V5.1,D2Sign Ellgln2:V6.5.1.'� <br /> Lyman'_urnb=r Com^:�ny 7tI0 Lakaview Parkway;Orono,';1N 780 Lakeview Parkway;Orono,MN.4te <br /> ;9�?)4'0-1306 Evenson Resid2nca <br /> �aif_��oty�a tyma nl umbar can 1 Ul2Dr20�I v:#2 7 SSC Pag2 19 O f 32 <br />