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` ` r� �O Q � c Upper Level,Master Bedroom�ndow PASSED <br /> ' �� � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:11'9" <br /> + + <br /> 0 0 <br /> 3' 5• �'' 3• <br /> � � � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> D@51 n Results acwai o watton aiovwea ResuR LDP Loed:Combinatla�(Patt�) Syst�n:Wall <br /> Member Reaction(Ibs) 5349 @ 3'3" 5738(3.00") Passed(93%) -- 1.0 D+1.0 S(Adj Spans) Member 7ype:H�der <br /> Shear(Ibs) 1927�4'1 3/4" 4308 Passed(45%) 1.15 1.0 D+1.0 S(Adj Spans) Buitding use:Residentlal <br /> Moment(Ft-Ibs) -2246�3'3" 5919 Passed(38%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2oi2 <br /> Live Load Defl.(in) 0.010 @ 5'10 9/16" 0.175 Passed(U999+) -- 1.0 D+1.0 5(Alt Spans) Design Methodology:ASp <br /> Total Load DeFl.(in) 0.015 @ 5'10 9/16" 0.262 Passed(U�9+) -- 1.0 D+1.0 S(Alt Spans) <br /> • De(lectbn criteria:LL(LJ360)and TL(U240). <br /> • Bracing(Lu):All compressbn edges(top and botknm)must be brxed at ii'9"o/c unless detailed othe�wise.Proper attachment a�d posidonirg of lateral <br /> bracing is required to athieve member stabitity. <br /> •Applicable cakvlatiais are based on NDS. <br /> Beari� LoadstoSupporb pbs}_ <br /> $Y�1�10115 Total Ava(lable Requlred Dattl Snow Total � <br /> 1-Trimrt�er-SPF 1.50° 1.50" 1.50" 402 855 1257 None <br /> 2-Tdrtuner-SPf 3.00" 3.00" 2.$0" 1955 3393 5348 None <br /> 3-Trlrmier-SPF 3.00" 3.00" 2.75" 1919 3334 5253 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 281 643 924 None <br /> Trlbutary Dead Saow <br /> Loads �«adon�swe� wwm �0.90� �i.is� comm,e� <br /> 0-Self Weight(PLF) 0 to 11'9" N/A 10.6 <br /> t-Unifortn(PSF) 0 to 10'9" 19'6" 20.0 35.0 Snow-Main <br /> 2-Unfform(PSF) 10'9"to 11'9" 12' 20.0 35.0 Snow-Main <br /> Weyerhaeuser Notes _ __ , <br /> �wsraiNaa�ratesnrr iNiTwrive <br /> Weyerhaeuser warraMs that the sizing of its producfs will be in aaadance with Weyerhaeuser product design criterla and published design values. <br /> weyerhaeuser expressly disdaims airy oUer warrantles relabed to the software.Refer to current Weyerhaeuser Iiterature for installatlon deUNs. <br /> (www.woodbywy.cam)Aaoessories(Rim Board,Blaldng Pands and Squash Blocks)are not designed by dNs software.Use of this software Is not intended to <br /> drcumvent tlie need for a design professional as detertMned by fhe autlarity haWng jurisdictlon.The designer of record,builder a framer fs responsible to <br /> aswre that this calculatlon is compatible with tlie overall projed.Products ma�ufactured at Weyerhaeu�r fadlities are third-party certlfied to sustafnable <br /> forestry standards.Weyerhaeuser Engineeled Lumber Products have been eval�by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested in <br /> azcordanoe wlth appkable ASTM standarcls. For curreM code evaluation reports refer to http://www.waodbywy.wrt�/servkes/s CodeReports.aspx. <br /> The product appCKation,input design bads,dimensbns and support information have been provided by Gpnyea;pan dated 9/29/2016. <br /> Forte Sokware Operetor �ob Notes 10I20/2016 3:23:05 PM <br /> Jetfrey Doty.Design Supervisor Gonyea Home.-GH0660 Forte v5.1, Design Engine:V6.5.1.1 <br /> Lyman Lumb2r Company 760 Lakavie�.v?arkw2y;Orono,MN 780 Lakeview Parkway;Orono,MN.4te <br /> (952j4'Q-4866 Evenson Residence <br /> jeff_doty@IymaMumber.com t0�20120�6;#2155� Page 5 of 32 <br />