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� i�J F� R T E a Main Level,Foyer Entry Door PASSE� . <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:5'6" <br /> + + <br /> 0 0 <br /> 5' _ <br /> � Q <br /> All locadons are measured from the outside face of left support(or left cdntilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi n Results Acdw���ocatlon AYowed rtesuR LDF Load:Combinatlon(Pattam) System:Walt <br /> Member Reaction(Ibs) 3760 @ 1 1/2" 5738(3.00") Passed(66%) — 1.0 D+0.75 L+0.75 S(All Spans) Member 7ype:Header <br /> Shear(Ibs) 2404�4'S 3/4" 4308 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) auikling Use:ResideMial <br /> Moment(Ft-Ibs) 4677�2'8 13/16" 5919 Passed(79%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) �+��9��IBC zo12 <br /> Live Load Defl.(in) 0.031 @ 2'8 3/4" 0.175 Passed(U�9+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:aSD <br /> Total Load Defl.(in) 0.056 @ 2'8 3/4" 0.262 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflectbn vlteria;LL(L/360)and TL(U240)• <br /> •Bradrg(lu):All compression edges(top and b�tom)must be braced at 5'6"o/c unless detailed otherwise.Proper aqachment and posldoning of lateral <br /> braGrg is requlred to athieve member stadlfty. <br /> •Applicable pkuWtlons are based on NDS. <br /> Besdnp Losds to Suppats(Wa) <br /> SuPports romi Avaimble Required Dasd � Snow roai �ooe�sorbs <br /> 1-Trimrt�-SPF 3.00" 3.00" 1.97" 1678 803 1973 4454 None <br /> _. _ _ . <br /> 2-Tdmmer-SPF 3.00". 3.00" 1.86" . 1582 547 1973 4102 None . . <br /> Tributary Desd Floor Live Snow <br /> LOdflS Wtat(on(Side) YYid1fi (0.90) (1.00) (1.15) Conrnents <br /> 0-Self Weight(PLF) 0 to S 6" N/A 10.6 <br /> 1-Unitorm(PSF) 0 to 4'6" 7'6" 15.0 40.0 - Floor-Upper Level <br /> 2-Unifortn(PLF) 0 to S 6" N/A 80.0 - - Wall-Upper Level <br /> 3-Un'rfortn(PSF) 0 to S 6" 19'6" 20.0 - 35.0 Snow-Main <br /> 4-Uniform(PSF) 0 to S 6" 1' 20.0 - 35.0 Sraw-Porch <br /> Weyerhaeuser Nptes <br /> weyerlweuser warrar�tluwt n,e slzt of Its susraw�s�e wRESTRY�NRwnve <br /> t ng products will be in aaordance with WeyeAweuser product desk�n aiteria and published design values. <br /> weyertweuser e�ressty dsdaims arry other wartaMies relabed to the soRware.Refer to arrent Weyerhaeuser Gberawre for I�Natlon d�aus. <br /> (www.woodbyay.com)Aarssorles(Rim Board,BlocJdng Panels and Squash&ocks)are not designed by this witware.Use of thk softvrare is not iMerWed to <br /> circumveM the need for a design professianal as detemdned by the authoriry having jwisdiqion.The designer of remrd,builder w framer is responsible to <br /> assure tlwt this alculatlon is campadl�with the overall project.Products manufadured at WeyerFweuser fadlides are fhird-party certlfied to sustainable <br /> forestry standa�ds.Weyerhaeuser Engi�Lumber Products have been evaluahed by ICC ES under bechnkal reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance wfth apqkable ASTM standards. For arrent cade evaluatlon reports refed to http://www.woodbywy.com/services/s CodeRepwts.aspoc. <br /> The produd applkatlon,input deslgn loads,dimensions and wpport infortnatlon have been provided by Gpnyey;pWn dated 9/29/2016. <br /> Forte Sottware operator ,lob Notes 10/20/2016 3:23:05 PM <br /> Jeffrey Doty,Des-ign Suparvi;or co�ye�,r+omzs-cr+os6o � Forte v5.1,Design Engine:V6.5.1.1 <br /> lyman Lumber Company 780 Lakaria�v Parkway:Orona.MN '80 Lakevie�v Parkway;Orono. MN.4te <br /> t952)470-?866 t�-en;on Residance � <br /> je�f_doty:alymarlumber.com 10/20'2016:�2155d <br /> PaGe 16 0(32 <br />