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�'!1 F O R T E 4 Main Level, 1/2 Bath�ndow PASSED � <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand� LSL <br /> Overall Length:2'4 1/2" <br /> + � <br /> 0 0 <br /> 2• <br /> o a <br /> All locations are measured from the oufside face of left support(or left cantilever end).All dimensions are horizontal.;Drewing is Conceptual <br /> Desi O Results aewa���ocawon awwee ResuR �oP �.osa:comwnaaon(ratcam) system:wa�� <br /> Member Reaction(Ibs) 5261 @ 1 1/2" 7613(3.00") Passed(69%) -- 1.0 D+1.0 5(All Spans) Member Type:Header <br /> Shear(Ibs) 301�1'1/2" 7902 Passed(4%) 1.15 1.0 D+0.75 L+0.75 5(Ail Spans) ���d��9 Use:Residentlal <br /> Moment(Ft-Ibs) 914�1'3" 11985 Passed(8%) 1.15 1.0 D+0.75 L+0.75 S(Ail Spans) ���d��9��IBC 2012 <br /> Live Load DeFl.(in) 0.003 @ 1'3" 0.075 Passed(U999+) — 1.0 D+0.75 L+0.75 5(Ail Spans) Des�jn Metlwddogy:ASD <br /> Total Load DeFl.(in) 0.006 @ 1'3" 0.112 Passed(U�9+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflectan aiteria:LL(U360)and TL(L/240). <br /> •Bracing(Lu):All compression edges(tap and bottom)must be braced at 2'4 1/2"o/c unless detailed otherwise.Praper attachrnerrt and positloMrg of Wberal <br /> bracing fs required to achleve member stability. <br /> _r_:_ - _ _- - - --=�°�0-._ __:._:::1�17{Sat.SnAPurhllWs)___ _ _:--_ <br /> ��� Tofal Avatlable Reyuired Dead � Snow Total Ac�sories <br /> 1-Trimmer-SPF 3.00" 3.00" 2.07" 2102 400 3159 5661 None <br /> 2-TAmmer-SPF 1.50" 1.50" 1.50" 720 360 847 1927 Nane <br /> Tributary Dead Floor Lhre Snow <br /> Loads wcation(swe) wwen �0.90) �s.00) �i.is) comme�rce <br /> 0-Self Weight(PLF) 0 to 7 4 1/2" N/A 10.4 <br /> 1-Uniform(PSF) 0 to 7 4 1/2" 8' 15.0 40.0 - Floor-Upper Level <br /> 2-Un'rfortn(PLF) 0 to 2'4 1/2" N/A 80.0 - - Wali-Upper Level <br /> 3-UniForm(PSF) 0 to 2'4 1/2" 19'6" 20.0 - 35.0 Staw-Main <br /> 4-Unffarm(PSF) 0 to 7 4 1J2" 2' 20.0 - 35.0 Snow-Moras <br /> Linked from: <br /> 5-Pdnt(Ib) 0 N/A 1302 - 2218 Bedroom#3 <br /> wndow su z <br /> Weyerhaeuser Notes �SUSTAINABLE FORESTRY INITIA7IVE <br /> Weyerhaeuser wamarrts that the sizing of its products w�ll be in accordance wRh Weyeihaauer product design criteria and pubiished design values. <br /> Weyerhaeuser e�cpressly dsdaims any other warraMies related to the soRware.Refer to arrerrt Weyertweus�IlteraW re for installadon delails. <br /> (www.woodbywy.com)Accessories(Rim Board,Bbcldrg Panels and Squash&ocks)are not designed by tMs software.Use of fhis soRware is not iMended to <br /> drcumvent the need fa a design professional as detelmined by the authority having juHsdicti�.The designer of recad,buNder a framer Is responstl�le to <br /> assure that this pkuladon Is compatlble wRh the overall project.Products manufaUwed at Weyefiaeuser fad�are third-party certlfied to sustainable <br /> forestn/standards•Weye�fiaeuse�En9ineered Lumber Praducis have been evaluated by ICC ES under L�nkal reports ESR-1153 and ESR-1387 and/w tested in <br /> accordance with applkable ASTM standards. Far arrer�code evaluadon reports refer Eo IMtp://www.wood�ywy.can/servkes/s_CadeReports.aspx. <br /> The product applkatlon,input design bads,dimsMais and wpport informatlon have been provided by Gp�yea;pyn dated 9/29/2016. <br /> Forte Sokware Operator �ob Notes 10/20/2016 3:23:05 PM <br /> Jeffrey Doty,Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lymzn lumber Company 780 L-aKeview Parkway:Oronq MN 780 Lakaview Parkway:Orono, MN.4te <br /> (9521 a70-48fi6 Evenson Residznc= <br /> i�ff_doty@lymantumber.�om 10+20i2Q16:�21559 Page 18 of 3� <br />