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�����t-��,.1� 990421 MAST WDW <br /> � T,1-BeamTM v5.42 Serial Number:705046244 2 Pcs of 1.7.�3�� X 9.rJ"�� Z.OE NlicrollamrJ LVL <br /> BEAMUSA 1111 9/2/99 14:56:18 <br /> Page 1 of 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATI�N AND LOADS LISTED <br /> Member Slope:0 Roof Siope:0 <br /> i <br /> _--+ I <br /> � � I <br /> I <br /> w <br /> I�1�- �1z1 <br /> $,s„ <br /> , <br /> All dimenslons are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Suppor��g RQOF A�p!Ecation. TribuYary Load Width: 1' <br /> �oads(psf):4Q�ive a#1�5%cl�ration,'15 Dead,and: <br /> TYPE ClASS LlVE �EA�J LOCATlON APPLlCATlON COMME�!T <br /> Un�form(p!fl Roof(1.��) 180 68 0 to 2'6" Adds to <br /> Uniform(p)f� Roof{9.25) 837 394 2'6"to 8'6" Adds to <br /> Point(Ibs.) Roof(1.25} 0 3451 2'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 2284/3389/5674 Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 525" Right Face 3528/2321 /5849 Detaii R1 SB Shear Blocking <br /> -Ses TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXlMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 5576 5290 7�97 Pass�d(67%) Lt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 12307 12307 16445 Passed(75%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.153 0.262 Passed(V619) MID Span 1 under Roof loading <br /> Total Defl.(in} 0.316 0.394 Passed(Ll299} MID Span 1 under Roof loading <br /> -Deflection Criteria:STAfVDARD(LL: U360,TL:U240). <br /> -Bracing(Lu}:All compression edges(top and bottom)must be braced at 2'8"o%untess detailed otherwise. Proaer attachme�t and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -Design assumes adequate continuous latera!support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of iis <br /> products bythis software will be accomplished in accordance with TJM product design criteria and code accepted design values. The <br /> specific product application,input design foads, and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. <br /> -Not all products are readiiy available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODllCTS ONL�(! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> '" -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. <br /> -Note:See TJM SPECIFIER'S/BUILDER'S�UIDES for multiple ply connection. ' <br /> PROJECT INFORMATION OPERATOR INFORMATtON: <br /> No Project Information availabte D.F.P. PLANNING&DESIGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. <br /> Microllarr�is a registered trademark of Trus Joist MacMilfan. <br />