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/� F 0 R T E ; Lower Leve% Guest Bedroom Window P/BSSED � <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:2'10 1/2" <br /> + + <br /> 0 0 <br /> � <br /> 2'6" <br /> o a <br /> Ail bcations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drewing is Conceptual <br /> DCSI n Results Actwl�Locatlon Ailowed ResuN LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction(Ibs) 3552�2'10 1/2" 3806(1.50") Passed(93"/0) -- 1.0 D+0.75 L+0.75 S(All Spans) Member 7ype:H�der <br /> Shear(Ibs) 2781 @ 1'1/2" 7902 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) euil�ng Use:Resldenaal <br /> Moment(Ft-Ibs) 3087 @ 30 1/2" 11985 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) euil�ng Cade:IBC 2012 <br /> Live Load Defl.(in) 0.012 @ 101/2" 0.092 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Metliodology:p5D <br /> Total Load Defl.(in) 0.021 @ 10 1/2" 0.138 Passed(U999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criterla:LL(1J360)and TL(U240). <br /> •&adrg(Lu):All compression edges(top and bottom)must be braced at 2�io i/z"o%unless ddailed otherwise.Proper attachmeM and positioning of laterdl <br /> brddng is reqUired to achieve member stability. <br /> -_- - -:__ _ _ __.— -�►�a -__ _:____ .: �.sanbto.suAvori�s�lhs�___ <br /> $UpPOltS Total Available Required Desd � SnOw Total Atoessorles <br /> 1-T�immer-SPF 3.00" 3.00" 1.78" 2022 958 2352 5332 Naie <br /> 2-Trirtnrier-SPF 1.50" 1.50" 1.50" 1600 887 1716 4203 None <br /> Tributary Desd Floor Live Snow <br /> Loads ww�on�swe) wwa� �0.90� �i.00� �i.is� co�mnents <br /> 0-Self Weight(PLF) 0 to 2'10 1/2" N/A 10.4 <br /> 1-Un'rform(PSF) 0 to 2'10 1J2" T 15.0 40.0 - Floor-Maln Level <br /> 2-Uniform(PlF) 0 to 2'10 1/2" N/A 90.0 - - Wall-Main Levd <br /> 3-Uniform(PSF) 0 to 10 1/2" 8' 15.0 40.0 - Fbor-Upper Levd <br /> 4-Uniform(PLF) 0 to 30 1/2" N/A 80.0 - - Wall-Upper levd <br /> 5-Un'rfortn(PSF) 0 to 10 1/2" 2' 20.0 - 35.0 $now-Moras <br /> Linked from:1/2 <br /> 8-Point(Ib) 10 1/2" N/A 2102 400 3159 BaM Window, <br /> Su 1 <br /> Linked from:1/2 <br /> 7-Pdnt(Ib) 2'10 iJ2" N/A 720 360 847 Bath WY�dow, <br /> Su 2 <br /> WeyeNtaeuser Notes {IS)SUSTAINABLE fORESTRY INITIATNE <br /> Weyerhaeuser warrards that the sizkg of its praducts will be in accardance wfth Weyerhaeuser product design aiteria and pubNshed daign values. `` <br /> Weyerhaeuser expressly dsdaims any oC�warraMi�reWted to the software.R�er Lo arreM Weydfiaeuser literature for installatiai deta8s. <br /> (www.woodbywy.00m)Accessories(Rim Board,&oddng Par�s and Squash Blocks)are nd designed by this software.Use of this software Is rat IMended to <br /> 6rcwnveM fhe need for a design professional as determined by the aut7writy having j�isdktlon.The designer of reca�d,bu�lder a framer B respaWble to <br /> assure that this okvlatlon is compadble wRh the overall proJect.Products manufactured at Weyerhaeuser facilides are thircJ-party certlfled to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber praduUs have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 a <br /> nd/M tested in <br /> aaordance witli apdicable ASTM standards. For currerrt code evaluatlon reports refer to h //www. <br /> ttp: waodbywy.wm/services/s_CodeReports.aspx. <br /> The produd appUcation,input design bads,dimensions and support infortnatlon have been provided by Gony�;pyn dabed 9/29/2016. <br /> Forte Sokware Operatqr �ob Notes 10l20/2016 3:23:05 PM <br /> Jeffrey Doty.Design Suor:rvisor Gonyea Homes-GH0660 FOrt@v5.1, Design Engine�V6.5.1.1 <br /> �yman w�,�er con,Pany 7&0 Lak2Jzw?irkway;Orono,MN 780 Lakeview Parkwa ;Orono. MN.4te <br /> (952).704d66 even;on Residence y <br /> jeff_doty�a lymanlumher.com 1 N2012010":#2�554 <br /> Page 32 of 32 <br />