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� J ( MAST BED WDW <br /> be''a802 Pcs of f 3/4"x 11 7/8"�.OE ParailarePSLTJReam( M)8.05 Serial Number 70C/2001801 <br /> 1 , <br /> User.2 8t17/03 1:56:34 PM <br /> Pagel Engine Version:1-5_12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION_AND-LOADS LISTED <br /> Member Slope:01'12 Roof Slope0t12 <br /> I <br /> 11'6— <br /> All dimensions are horizontal. _ Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(pot):40.0 Live at 125%duration;15:0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plt) Roof(1.25) 710.0 266.0 0 To 11'6" Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs) - Detail-)Other <br /> Width Length LiveiDead/Upli twat <br /> 1 Wood column 5.25" 5.25" 4313/1690 10 l 6003 L5 _ None <br /> 2 Wood column 5.25"_ 5.25" 4313 116901_01_60(33_ _ L5_ None <br /> -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control--Control•--- Location <br /> Shear(lbs) 5677 -4513 10044- Passed(45%)' Rt-end Sparr i-under Roof loading <br /> Moment(Ft-Lbs) 15433 15433 24878 Passed(62%) MID-Span tuncterRoo,loading <br /> Live Load Deft(in) 0.272 0.363- Passed(11479)- MID Span 1"totter Rdbf4oading <br /> Total Load Deft(in) 0.379 0.544 Passed(1/344) MID Span-tnnder~Roofioading <br /> -Deflection Criteria:STANDARD(LL:LJ360,TL:L1240). <br /> -Bracing(Lu):All compression edges(top and bottom)must bebracedat 2 fr_olc,untessdetailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. _ <br /> -Uesign assumes adequate continuous lateral support of-the compression edge. <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 wilt 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 supptieror-TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION ypill5 THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code I IB('analyzing the_TJ Dishibution product rated above. <br /> -Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for muNiple ply connection. - —— <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> - TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGNQVIS1.COM <br /> Copyright a 2002 by Trus Joist, a Weyerhaeuser Business __ <br /> Parallam0 is a registered trademark of Trus Joist. --- - - - - - - <br />