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, -1�O D � r " Main Level,Drop Beam over Front Porch(V) PASSEO <br /> �� �� � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:T 6" <br /> + + <br /> o a <br /> _ � <br /> � � - <br /> � <br /> � , <br /> � , <br /> � . , <br /> s� r�, = <br /> � � <br /> All bcatioru are meawred from the outside face of left support(or left cantilever end).NI dimensions are horizontal.;D2wing is Conceptual <br /> DCSI n Results AeWal�Location Ailowed Resuk LDF LoW:Combination(Pat6em) System:Roof <br /> Member Reaction(Ibs) 1367 @ 4" 7013(5.50") Passed(19%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop e�m <br /> Shear(Ibs) 919 @ 1'2 3/4" 2872 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building use:Resider�tlal <br /> Moment(Ft-Ibs) 2128 @ 3'9" 3946 Passed(54%) 1.15 1.0 D+1.0 S(All Spans) suilany Code:ISC 2012 <br /> Live Load Defl.(in) 0.040 @ 3'9" 0.228 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Metlwdology:ASD <br /> Total Load DeFl.(in) 0.065 @ 3'9" 0.342 Passed(U999+) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/i2 <br /> •Deflectbn ulteria:LL(U360)and TL(L/240). <br /> •Bradng(Lu):All compressbn edges(bop and bottwn)must be braced at 7'6"o/c unless detalled otherwise.Proper attachment and positloning of Wteral <br /> brddng Is required to achieve member stadlity. <br /> •Appllcable wlculatlons are based on NOS. <br /> Betri�W Load�to Suppocts(Ibs) <br /> Supports Torai Avaipble rteyu�rea oeaa snow roeai a«�sories <br /> 1-Column-SPF 5.50" 5.50" 1.50" 514 853 1367 Blodcing <br /> 2-Stud wall-SPP S:iO" 5.50" 1.50" 514 853 1367-- Blodan9 <br /> •Blocking Panels are assumed to carry no bads applied tNrectly above tl�em and the full load is applied to the member being designed. <br /> Tribufary Dead Snow <br /> Loads i.owrton�swe� wiaen �0.90� �i.is� conrnencs <br /> 0-Self Weight(PLF) 0 to 7'6" N/A 7.0 <br /> 1-Unffortn(PSF) 0 to 7'6"(Front) 6'6" 20.0 35.0 Snow-Path <br /> Weyerhaeuser Nobes �SUSTAINABIE WRESTRY INITIATIVE <br /> Weyerhaeuser warraMs that the sizing of Ils products wlll be in aaordance wifh Weyeitia�product deslgn criberW and pudished design values. <br /> Weyerfweuser expressly disdaims arry other warra�related to the software.Refer W arreM Weyeihaeuser IiEerature for inslallatlon detaBs. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by Ws soltware.Use of this soRware is not intended to <br /> drcumvent the need for a design professionat as determined by the authority having jurisdicdon.The designer of remnd,buYd�ar framer is responsible to <br /> assure that tfils akulatlon is compatlble with fhe overall project.Praducts manufactured at Weyertiaeuser fadlitles are tfiird-party certlfled to sustainable <br /> fwestry standards.Weyerhaeuser Ergineered Lurt�er Products have been evaluated by ICC ES under�kal repats ESR-1153 and ESR-1387 arnl/or tctited in <br /> accordance wMh applkade ASTM slandaros. For arterrt code evaluation reports refer to http://www.woodbywy.00m/services/s_CodeReporks.aspx. <br /> The produd applk.atWn,inqrt design bads,dirt�nsions and wpport infomatlon have been provlded by Gprryea;pan dated 9/29/2016. <br /> � Forte Softwar=Operator dob Notes 10/20i2016 3:23:05 PM <br /> .lz`rrey Dory,De;ign Supervisor Gonyea Homes-GHOsoO Forte v5.1, Design Engine:V6.5.1.1 <br /> Lyman Lumbar��mnany 7AD Lakaview Parkc✓ay�;Orono,MN 780 Lakeview Pa�kway;Orono. MN.4te <br /> �9521 4?C-486"c. Evensor,Res��derce <br /> jeff_-�oty�lymanlur�ber.com t0i7_0�2015:,�.21554 Page 20 of 32 <br />