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,. '-i�O � � � " Upper Level,Bedroom#3�ndow PASSED <br /> '�� 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> + + <br /> 0 0 <br /> G <br /> 0 � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi n Results aca�ai��ocsr�on nuo�a �esun LDF i.oaa:Combination(Pattem) System:Wall <br /> Member Reactio�(Ibs) 3520 @ 1 1/2" 5738(3.00") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 2414�1'1/4" 4308 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) eutlding use:Res�dentlal <br /> Moment(Ft-Ibs) 5288 @ 3'3" 5919 Passed(89%) 1.15 1.0 D+1.0 S(All Spans) suildirg Cade:iBC 2012 <br /> Live Load Defl.(in) 0.056 @ 3'3" 0.208 Passed(U�+) -- 1.0 D+1.0 S(All Spans) Des�gn Metliodology:ASD <br /> Total Load DeFl.(in) 0.089 @ 3'3" 0.313 Passed(L/838) -- 1.0 D+1.0 5(All Spans) <br /> •Deflection criteria:LL(y360)and TL(L/240). <br /> •&adng(Lu):All cornpression edges(tap and bottom)must be braced at 6'6"o/c unless detailed otlierwise.Proper attachmeM and positlonirg of laberal <br /> b2dng is required to achleve member sqdlity. <br /> •ApplkaWe olculaUons are based on NDS. <br /> Bearinq I.oads to Supporb(Ws) <br /> SUppOltS Total Available Requirod Dead Snow Tohl Aaoeuaies <br /> 1-Trimmer-SPF 3.00" 3.00" 1.84" 1302 2218 3520 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.84" 1302- 2218 3520 None - <br /> Tributary Dead Snow <br /> Loads �«a�on�swe� wwm �0.90� �s.is� wnrnema <br /> 0-Self Weight(PLF) 0 to 6'6" N/A 10.6 <br /> 1-Un'rfwm(PSF) 0 to 6'6" 19'6" 20.0 35.0 Srww-Main <br /> �V@y8111a8USC1+IVOb@6 . _ _ _ _ _ ^ <br /> " lZj)SUSTAINABIE FORESiRY INI71AiIVE <br /> Weyerhaeuser warrar�.s tlwt fhe sizkig of�praducts will be in aaordance wRh Weyerhaeuser product desi�cri0eria and published d�gn values. Y <br /> Weyefiaeuser expressly dsdalms arry other wartantles related to the soRware.Refer to artent Weyerhaeuser 116eraWre for installatfa�detaRs. <br /> (www.woodbywy.com)Accessories(Rim Board,Bbddng Panels and Squash Bbcks)are not designed by dMs soRware.Use of this software Is not IMerMed bo <br /> arcumveM the need fa a design professional as determined by fhe aut)writy having)irisdctlon.The designer of rewrd,builder or framer is responsible to <br /> aswre that this okulatlon is compatlble wRh the overall proJect.Products manufactured at Weyerhaeuser fadlitles are third-party certified to susFainable <br /> farestry standards.Weyelhaeuser Ergineered Lumber Praducts have been evaluated by ICC ES under tethnial reports ESR-1153 and ESR-1387 and�or tested in <br /> accorda�oe wRh apptlable!�M standards. for arreM code evaluatlon reports refer to ht�://www.waodbywy.mm/servfoes/s_CodeRepats.aspoc. <br /> The product applkatlon,Input design loads,dirt�sions and wpport information have been provided by Gorryea;plan dated 9/29/2016. <br /> Forte Sokware Operetor Job Notes 1 OI20/2016 3:23:05 PM <br /> Jetfrey Dory Desi�n Supervisur Gonyea Nomec-;,H0660 Fort2 V5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumbar Cumpany ;80 Lakevisw?arR�may;Orono.MN 780 Lakaview Parkway;Orono,MN.4te <br /> !952)�70-38ou Evenson Residence <br /> jeff_doty a!ymarlumb=r.com 1Q/?OI20'I;i'�?1554 Page 8 of 32 <br />