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�� 203608 DINETTE <br /> A`+ yerhaeuser604s 2 Pcs of 1 3/4" <br /> 7/8" R <br /> x 11 2.0E ParallamPSL <br /> ® <br /> TJ-Beam(TM)6.10 Serial Number:70030099804 <br /> User 1 1212004 3:26:48 PM <br /> Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 114117/1 <br /> 6'6" A <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 54.0 20.0 0 To 6'6" Adds To <br /> Uniform(plf) Roof(1.25) 400.0 270.0 0 To 6'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 1606/1033/0/2639 L5 None <br /> 2 Microllam LVL beam 5.25" 5.25" 1606/1033/0/2639 Al:Blocking 1 Ply 1 3/4"x 11 7/8"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(fbs) 2385 -1480 10044 Passed(15%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 3503 3503 24878 Passed(14%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.019 0.147 Passed(L/999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.032 0.294 Passed(L/999+) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L/240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above, <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST.NE <br /> SUITE 106 <br /> BLAINE,MN 55449 <br /> Phone:(763)780-8004 <br /> Fax :(763)780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright. 0 2003 by Trus Joist, a Weverha•''user Business <br /> ParallamV and Microilam0 are realetered trademarks of Trus Joist. <br />