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■ � <br /> ��� �-- � <br /> � � • D4682 HEADER OVER NEW 12'PATIO DOOR IN BASEMENT �y"y+ °' ' ' �r <br /> • & .� �r.w �F k�' '�e <br /> 3 P c s o f 1 3/4" x 1 4" 1.9 E M i c r o l l a m� L V L `'`` ��"� � � <br /> TJ-8earr�6.35 Serial Nurnber:7005111136 <br /> ���:2 1/26/20107:46:18PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:6.35.0 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �❑. .0 <br /> b �z��� 1 <br /> �-aduct Giag�am is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(ps�:40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plfl Snow(1.15) 580.0 218.0 0 To 12'8" Replaces EXISTING ROOF <br /> Uniform(pl� Floor(1.00) 320.0 120.0 0 To 12'8" Replaces ATTIC STORAGE FLOOR ABOVE <br /> Uniform(pl� Floor(1.00) 320.0 120.0 0 To 12'8" Replaces FLOOR LEVEL ABOVE <br /> Uniform(pl� Floor(1.00) 0.0 120.0 0 To 12'8" Replaces EXTERtOR WALL ABOVE <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/UplifflTotal <br /> 1 Stud wall 3.50" 5.16" 7727/3789/0/11516 L1: Blodcing 1 Pty 1 3/4"x 14"1.9E Microllam�LVL <br /> 2 Stud wall 3.50" 5.16" 7727/3789/0/11516 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam�LVL <br /> -See iLevel�Specifier's/Builders Guide for detail(s):L1:Blocking <br /> -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> Maximum Design Control Result Location <br /> Shear(Ibs) 11213 -8864 16060 Passed(55%) Rt.end Span 1 under Snow loading <br /> Moment(Ft-Lbs) 34573 34573 41846 Passed(83%) MID Span 1 under Snow loading <br /> Live Load Defl(in) 0.317 0.411 Passed(U467) MID Span 1 under Snow loading <br /> Total Load Defl(in) 0.472 0.617 Passed(U314) MID Span 1 under Snow loadi�g <br /> -Deflection Cnteria:STANDARD(LL:L/360,TLU240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'10"o/c unless detailed otherwise. Proper attachment and positioning of <br /> lateral bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by iLeveK�1. iLevel�warrants the sizing of its products by this software will <br /> be accomplished in accordance with iLevel�product design criteria and code accepted design values. The speciflc product application,input design <br /> loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel�Associate. <br /> -Not all products are readily available. Check with your supplier or iLevel�technical representative for product availability. <br /> -THIS ANALYSIS FOR iLevel�PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel�Distribution product listed above. <br /> -Note:See iLevel�Specifier's/Builder's Guide for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Copyright €' 2009 by iLevel'4, Eederal way, WA. <br /> Microllam6i is a reqistered trademark of iLevelcK�. <br />