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� ��� ^ _ <br /> 5 �-5=ts�i = <br /> � �r'�=7 Y '�t G 209186 SCREEN PORCFi <br /> C LZ �'3':1 .r�`l �: <br /> �..:. �� '"..� �.S <br /> --- --"-,--,- 2 Pcs of 1 3/4" x 11 718" 1.9E Microllam� LVL <br /> TJ-Beam�&.35 Sena�Nunber. <br /> 135er.2 4R120103:29:19PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTR4LS <br /> P�� ���v��:s.as.o FOR THE APPLICATION AND LOADS LISTED <br /> hllemAer Slape:0�12 Rvaf S3ape0172 Overall Dimens➢orr.15'2" <br /> a o ; <br /> � �r � 3.2,.._..,� <br /> AEI dimensions are horizarrtal, Praduct Diagram is Conseptual. <br /> LOADS- <br /> Malysis fs tor a Drop 8eam Member. 7ributary Loed Wdth:1' <br /> P�imary load Group-Snow(psf):40.0 Live at 115%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Cless Live DeaO I.ocation Appltcatton Commeirt <br /> Tapered(plF) Srww(i.15) 60.0 70 160.0 30.0 To 60.0 0 Ta 6' Adds To <br /> Unifam(p1� Sraw(9.15) 480.0 180.0 6'To 12' Adds 70 <br /> Tapered(pl� Srww(1.15) 220.b To 960.0 83.0 To 60.0 12'To 15'2' Adds To <br /> Point(Ibe) Sr�av(1.75) 0 3593 6'3' - <br /> SUPPORTS: <br /> fnput Bea�ing Vertical ReactEona Qbs) Detail Other <br /> Width Leagth LivelDeadltlpllfVTotal <br /> i Wood oolumn 5.50' 1.50' 1416/2308!0!3723 L7:Slocking 1 Ply 1 3/4'x 11 7/8"1_8E Micrdlarr�LVL <br /> 2 Wood oolumn 5.5D' 2.SS' 3449/3263/0!6712 L5 None <br /> -See if..eved�SpeeifierslBuilder's Guida(or delail(s):L9:Bloeking,LS <br /> DESlGN CONTROLS: <br /> MazEmum E)es(gn Control Resuk Loeatlon <br /> Shear(Ibs� -5507 -46YL 9081 Passed(51%) RL and Span 9 undes 5now ioading <br /> Moment(Ft-Lbs� 17833 17833 20525 Passed(67%) MtD Span 1 ur�der Snow AITERNATE span bading <br /> Liva Load Defl(in) 0.15� 0.381 Passed(U908} MID Span 7 vndar Snow ALTERNATE span loadng <br /> Totaf Load DeN Qn) 0.446 0.572 Passed(LJ308) MlD Spsn 1 under Snow ALTERNATE span loa�ng <br /> -Defiection Giteria:Sperified(LL:U3&O,7LU240).Additiortal checks follomr. <br /> -Riyht OverfiavtQ:(LL:0.200",TL-0200"). <br /> -Brecing(Lu):A4 compression edges(top and bottom)must be braced at 5'90'oJc unless deteiled Whaiwise. Proper aMachmeot and positioning of tateral lxadnp is requtred tn achieve <br /> member slabdity. <br /> -The load oonditions considared in this design analysls induda sftemaFs member pattem losding. <br /> •Design assumes adequate conGnuous lateral support of the oompression edge. <br /> ADDiT10NAL NOTES: <br /> •IMPORTANTi The analysEs presented is output from sofAvare devebped by iLevel�. iLevel�Dwarrants the slzing ot its producb by this softw+are wiG be aocompHshed in acoordance <br /> with iLevel�product design criteria and code aooepted desipn values_ 7he specific product ap�lication,input design foads,and stated dimens9ons hava been provided by the sofdvare <br /> asar. This ov�ut has not been�vievved by en ilevel�Assodate. <br /> -Not al!produGs are readily avaifaWe. Checic with your supplier or iLevel�techrtical representative for product avaitability. <br /> -THIS ANALYSlS FOR iLevel�PRODUCTS ON�YI PRODUCT SUBSTI7UTEON VOIDS TH1S AMAIYSiS. <br /> -Albwabtc Stress Desiyn meihodology was used for Building Code UBC ariatyzing tha iLevel�Distributioa product listed abo�e. <br /> -Note:See ilevel$�Speafiets/8uiltlers Guide tor mul�ple pty connection. <br /> PROJECT 1NFORMATION: O?ERATOR INFORMATION: <br /> Terry Mi{dcetsort <br /> dfp planning&design <br /> 9100 Battirrwre St N.E. <br /> Suite 108 <br /> BfainO,MN 55449 <br /> Pteone:763780-8004 <br /> Fax :763-780-8015 <br /> info(�dtpdesign.com <br /> Copyright �' 2009 by z[.cvcla, Fedcral Way, WA. <br /> Mierollaa� is a reqis[cLcd trademark of SLCvcla. <br />