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jlll4f DORMER WDW <br /> 2 Pcs of 1 3/4"x 91/2" 2.4E Paraflame PSL <br /> iJ m(110)6.05 Serial Number 7102001511( <br /> User 2 6/17/03 1:51:47 PM <br /> Page1 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR-THE APPLICATION-AND-LOADS LISTED <br /> Member Slope:0/12 Roof Slope01l2 <br /> W tM <br /> AU dimensions are horizontal Product Diagram is Concepttrel. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Waith:1' <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> ype Class Live Dead Location- Application-.Comment <br /> Unitorm(plt) Roof(125) 540.0 203.0 0 To 8'8" Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 525" 5.25" 2513/990/013503 L5 -— None <br /> 2 Wood column 525" 5.25" 251319901013503 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control--Control- Lecation <br /> Shear fibs) 3250 -2509 8035 Passed(31%y- Rt.-end Sparrt under Roof loading <br /> Moment(Ft-Lbs) 6535 6535 16321- Passed(40%) MID-Span 1-littlerRoof loading <br /> Live Load Dell(in) 0.125 0268 Passed(U770)- MID Spn 1 Cinder Roof loading <br /> Total Load Deft(in) 0175 0.402 Passed-(L 552) MID Sparrt uixgr Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:L240). - <br /> -Bracing(Lu):All compression edges(top and bottom)mustbebraced at2.8" otherwise. Proper attar nentand positioning of lateral <br /> bracing is required to achieve member stability. - _.-- <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from eofware-developed by Trus-. NF1). -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 bye 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 UBCanalyzing_the.TJ-Distribution product fisted 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 <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.C OM <br /> Copyright ®2002 by Trus Joist, a Weyerhaeuser Business <br /> Pazallam0 is a registered trademark of Trus Joist- - - - <br />