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, <br /> _.�. <br /> 209196 SCR£EN PORCH <br /> -- 3 Pcs of 1 3/4" x '11 7/8" 'I.9E Microltam� LVL <br /> TJ•Bean�b.35 Sertaf Number <br /> usec2 ar2tino�oa2�:a�� THiS PRODUCT MEETS �R EXCEEDS THE SET DESIGN CONTROLS <br /> P�, Enpu+aVersio26.35.o FOR THE APPLECATION AND LOADS LISTED <br /> Member Slape:OM212nof'51ope0M2 <br /> � 2❑ <br /> b 73.�,. � <br /> All dfinensions are harizorrtal. Product Diagram is Conceptaai. <br /> LOAQS• <br /> Malysis is ta a Drop Beam Merrtber. Tributary Laad V1f�dth:1' <br /> Primary Load Group-Snow(ps�:A0.0 Live at 115 96 duretion,15.0 Dead <br /> VerGcal Loads: <br /> Yype Class 6[ve Dead I.ocadon ApplEcatlon Comment <br /> 7dpered(plt) Snow(1.15) 80.6 70160.0 30.0 To 60.0 0 To 6' Adds To <br /> Unfform(plf) Snaw(1.15) 480.0 180.0 6'To 12' Adds To <br /> Tapered(plf) Snow(1.15) 220.0 To 160.0 63.0 To 60.0 72'To 15'2' Adds To <br /> Part!(Ibs) Snow(1.15} 6 3593 6'3' - <br /> SUPPORTS: <br /> Input Bearing Vertical ReactEons{kbs) Detall Oiher <br /> W[dth Length L�velDeadNplffVTotal <br /> � Wood column 5.50" 1.50' 2089!3641!0/5129 L7:Blockinp 1 Ply 1 3!4"x 1�7l8"9.9E Microttart�LVl <br /> 2 Wood column 5.54' 1.50' 2720/2617!0!5337 L1:Bbcking 1 Py 1 3f4'x 19 7!S"1.9E Micrd(am�i WL <br /> -See iLevef�Speci(ielslBuilders Guide(or defail(s):Lt:Bfocking <br /> DESI�aN CONTROLS• <br /> Maximum Destgn Control Resuk Lotadon <br /> Shear(Ibs} -5238 -4886 13622 Passad(3696) Rt end Span 1 under Snow loadi�tg <br /> Moment(ft-Lbs) 2604� 26041 3a788 Passed(85%) MID Spen i unda Snowloading <br /> Live Load Defl(in) 0.293 0.483 Passed(t1S94) MID Span i uoder Snow bading <br /> Tota1 Load Detl(in) 0.706 0.726 Passed(EJ246) MID Span i under Snav bading <br /> -Deftedion Criteda:Speclfied(LL:11360,TL:L/240). <br /> -Bracing(Lu):AO compression edges(top and boltom)must be braced at 9'o/t unless detaited othenvise. Proper attachmeni end positioning o}laleral brsang is requtred to achieve <br /> mernber stab�'ily. <br /> -Design assumes adequate conGnuous lateral support af the compression edge. <br /> ADD1710NAL NOTES: <br /> -IMPORTANTI The analysls presented�s output(rom sofAvara developed by iLevef�. iLevel�wartants tha sir�ng of its producffi by Mia sofAvare wr'f be aaompliahed in aocotdance <br /> with iLevei�product desfgn crfteria and code aoCepted deslgn values. The spectfic product applkation,fnput desfgn loads,and stated dlmenslons hava been provlded by the software <br /> user. Thls output has�oi been reviewed by an ftevel�Associate. <br /> -Mot ell products are ceadily ava±lable. Check with your aupplier or iLevel�technksl representetiva tor product avae7abiliry. <br /> -THIS ANALYSIS FOR ileve3�PRO�UCTS ONLY! PRODIlC7 SUBSTITUTION VOIDS TfiIS ANALYSIS. <br /> -AJlowabb Siress Design methodobgy was usad tor$uilding Code t18C 8rseyzing the l�evel�Distrfbution produCt listed above. <br /> -Mote:See ILeve7�Speeifiers/Buildeds Guide(or mukiple pty eonnedion. <br /> PROJECT INFORMATiON: OPERATOR lNFORMATlON: <br /> Terty Mikkel5on <br /> dtp ptanning&design <br /> 9100 BaFtimore St N.E. <br /> Suite 106 <br /> Slaine,MN 55449 <br /> Phone:765-780-8004 <br /> Fax :763-780-8015 <br /> i nfo(c�dipciesiy n.com <br /> Copyrigh[ 4 2009 by SLevc:a�, Fedcrai 'Aay, NA. <br /> tiScrodAamx is a reqSstarod tradcmark oC il,avola�, <br />