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GAR DR <br /> Ps of 1 314" x 14" 2.0E Parallame PSL <br /> T3PA)8-0.5 Serial <br /> User.2 8/7910374:3251 AM <br /> Page EnglneWenienn4-5.42 THIS PRODUCT <br /> MEETSOR EXCEEDS <br /> THE SET <br /> DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS USTED <br /> ADDITIONAL NOTES: J TJ*waits sizing of its products by this software watt <br /> be <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(T'). input this s loads,and <br /> as omplished in accordance with TJ product design c r a and code accepteddes. by a T product application, <br /> stated di ions have been provided by the software user. This output <br /> J Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product <br /> THIS ANALYSIS FOR TIROS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION <br /> OiDS tstnb IANALYSIS.fisted bove <br /> Mc:a abie Stress Design methodology was used for Building Code UBC analyzing <br /> the TJ-Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&t7FStOr'1 <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright ki 2002 by Trus Joist, a Weyerhaemeer Business <br /> Patellae&is a registered trademark of Trus Joist. <br />