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��j���-���� 990421 DINETTE PATIO Dt� <br /> ' TJ-BeamT'" �.4z Seriai Number:70yU46[44 3 Pcs of 1.75" x 11.875" 2.OE Micral{am0 LVL <br /> BEAMUSA 1111 9/3/99 10'09:59 <br /> Page 1 ot 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTf20LS FOR THE APPLiCAT10N AND LOADS LISTED <br /> � <br /> � 1 � <br /> �i� i2� <br /> .� ^� <br /> - r - <br /> Product Qiagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Appiication. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: <br /> TYPE CLASS LlVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(Qlfl Roof{1.25) 280 105 0 to 7' Adds to <br /> Uniform(pl� Roof(1.25) 180 188 0 to 7' Adds to <br /> Point(Ibs.} Roof(1.25) 0 13562 2' Adds to <br /> SUPPORTS: �NPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 1750(R1.25)/11110/12860 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 1750(R1.25)/4728/6478 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S!BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MA.XIMUM DESIGN COIVTROL CONTROL LOCATlON <br /> Shear(Ib) 12602 10646 10661 Passed(100%) Lt.end Span 1 under Dead load <br /> Nioment(ft-ib) 20092 18114 26922 Passed(67%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.017 0293 Passed(U999+) M1D Span 1 under Roof loading <br /> Total Defl.(in) 0.114 0.319 Passed(U669) MID Span 1 under Roof loading <br /> -Deflecfion Criteria:STANDARD(LL: V360,TL:LI240). <br /> -Bracing(Lu):All compression edges(top and bottom}must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM wiarrants the sizing of its <br /> products by this software will be accomplished ir�accordar+ce vvith TJAA�oduct design criteria and code accepted design values. The <br /> specific product application,input design loads,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 readily available. Check with your suppiier or TJM technical representative for product avaiiability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAIv PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Cade UBC analyzing the TJM Residential product listed above. <br /> -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. PLANNING 8�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�1995 by Trus Joist Macbiillan,a Iimited partnership,Boise,Idaho,USA. 7J-ProTM and 7J-BeamT'"are trademarks of Trus Joist MacMillan. <br /> Mlcrollarr�is a registered trademark of Trus Joist MacMillan. <br />