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` ��0 Q � c ` Main Level,Great Room Window PASSEQ� , <br /> ' �� � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:13'7" <br /> ' + <br /> 0 0 <br /> c,: <br /> 4. �-' 4. a�;' 4. <br /> o a o 0 <br /> All locations are measured from the out�de face of left support(or left cantilever end).All dimensions are horizontal.;Drewing is Conceptual <br /> De51 n Results Actual�Locatlon Allowed Rewk LDF losd:Combination(patbam) System:Wall <br /> Member Reaction(Ibs) 2821 @ 13'7" 2869(1.50") Passed(98%) -- 1.0 D+0.75 L+0.75 S(Ait Spans) �ber Type:Meader <br /> Shear(Ibs) 3688 @ 5'6 3/4" 4308 Passed(86%) 1.15 1.0 D+1.0 S(Adj Spans) su��ng use:Res�dentWl <br /> Moment(Ft-Ibs) 4828 @ l i'6" 5919 Passed(82%) 1.15 1.0 D+1.0 S(Alt Spans) Buildirg Code:IBC 2012 <br /> Live Load Defl.(in) 0.018�i l'6 1/16" 0.149 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Desi9n Methodology:aSD <br /> ToWI Load Defl.(in) 0.029 @ 11'6 9/16" 0.223 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) <br /> •Deflection aiteria:LL(U360)and TL(U240). <br /> •&adng(Lu):All compression edges(top and botWm)must be braoed at 12'8 5/8"o/c unless detailed dherwise.Proper attachmeM and positlonlrg of lateral <br /> dadng is required to achkve member stabiliry. <br /> •Applkable akulatlons are based on NDS. <br /> 8earie9 Loads to Suppotts(tl») <br /> Supports roa� ava�lawe Reyu�rea ueea � seow roa� Aao�ories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 1094 805/-99 1353 3252/-99 None <br /> 2-himrrier-SPF 8.00" 8.00" - 4.12" 3276 2181 3964 9421 None _ . _ <br /> 3-Trimmer-SPF 8.00" 8.00" 3.91" 3179 2181 3559 8919 None <br /> 4-Trimrrier-SPF 1.50" 1.50" 1.50" 1165 805/-99 1403 3373/-99 None <br /> Tribufary Dead Fbor Live Snow <br /> LOddS Loatlon(Slde) Width (0.90) (1.00) (L15) �ts <br /> 0-SeH Weight(PLF) 0 to 13'7" N/A 10.6 <br /> 1-Unifortn(PSF) 0 to 13'7" 10' 15.0 90.0 - Roor-Upper Levd <br /> 2-Uniform(PLF) 0 to 13'7" N/A 80.0 - - Wall-Upper Level <br /> 3-Uniform(PSF) 0 to 3' 15 6" 20.0 - 35.0 Snow-Main <br /> Linked from:Masber <br /> 4-Point(Ib) 3' N/A 402 - 855 Bedroom Window, <br /> Su 1 <br /> Linlred from:Master <br /> 5-Point(Ib) 6'3" N/A 1955 - 3393 Bedroom Window, <br /> Su 2 <br /> Unk�ad from:Master <br /> 6-Pant pb) 11'6" N/A 1919 - 3334 Bedraom Window, <br /> Su 3 <br /> Weyerfiaeuser Notes ^ <br /> Weyerhaeuser warraMs that the sizing of its produds will be in aaordance with W lQJ SUSTAINABIE FORESTRY INITL4iiVE <br /> eYe���P�uct desi�criterfa and pudlshed design values. � <br /> Weyerhaeuser expressly disdalms any other warcantles related to the software.Refer to arrent Weydtweuser ITherature for InstalWtlon details. <br /> (www.woo�ywy.com)Aocessories(Rim Board,Blocldng Panels and Squash&aks)are not designed by this sdtware.Use of this software is not iM+eiMed to <br /> circumvent the need for a design professional as determined by the aW�ority having jurisdictlon.The desgner of record,builder or frarr�is responsA�le to <br /> assure tlwt fhis pkuWtion is uxnpadble wRh the overall project.Products rrwnufacWred at Weyelhaeuser fadlitles are third-party certlfled to sustainade <br /> forestry starWards.Weyeihaeuser Engir�eered Lumber Productr have been evaluated by ICC ES under 6ed�nical reports ESR-1153 and ESR-1387 and/or tested in <br /> aaordance wRh appliable ASTM standards. For arreM cade evaluadon reports refer to http://www. <br /> woodbWry•com/services/s_CodeReports.aspoc. <br /> The praduct applicatlon,inqrt deslgn bads,dimensions and support informatlon have been provided by Gonyea;plan dated 9/29/2016. <br /> Forte Sottware operator dob Notes 10/20/2016 3:23:05 PM <br /> Jeftrey Doty.De;ign Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumbzr Company i 90 Lakeview Parkway;Orono.MN 780 Lakeview Parkway;�l'OnO, MN.4te <br /> j952)470-4866 cvenson Residenc2 <br /> je�f_doty@lymanlumber.com �ar2o;2o�s:uzissa Page 12 of 32 <br />