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����I-A�,,,,��� 990342 PORCH <br /> /� +� r C �f <br /> TJ-BeamTM; v5.42 SerialNumber:709046244 L PC$ 0� �.��7�� X 9.�7j� L.OE iNicroliam0 L1�i. <br /> �3EAMUSA 1111 9/16/99 15:02:43 <br /> Page 7 e!1 Build Ccde:104 <br /> THlS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> J <br /> V I <br /> l`�� .:; '� <br /> � �2�s�� ' <br /> Product Diagram fs Conceptuai. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Trib�rtary Load Width: 1' <br /> Loads(psf�:40 Live at 10Q%duration,15 Dead,Q Partition,and: <br /> TYPE CLASS LlYE DEAD LOCATlON APPUCATION C4MMENT <br /> Uniform(pl� Floor(1.00) 110 161 0 to 12'6" Adds to <br /> �UPPORTS: �NPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Beam 5.25" 4" Left Face 92$/1146/2074 Detaii A3 1.25"LSL Rim <br /> 2 Microllam�LVL 5.25" Hanger Right Face 947/1169/2116 Detail H1 <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detaii(s):A3, H1. <br /> HANGERS: Simpson Strong-Tie Connectors� <br /> REVERSE T.F. T.F. NAiLING <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER <br /> Right Top MIT49.5 No N/A No 0 2-16D 4-16D 2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUAA DESIGN COlVTROL CONTROL LOCATlON <br /> Shear(Ih) 1969 1704 6318 Passed(27%) Rt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 5785 5785 13156 Passed(44%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.138 0.294 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.307 0.587 Passed(U459) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDAftD(LL: U480,TL:U240}. <br /> -8racing(Lu):A!!compression edges(top and boftom)must be braced at 2'S"o/c unless detailed otherwise. Proper attachment and <br /> positioning of latera!braci�g is raqu'sred to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan{TJM). TJM warrants the sizing of its <br /> products by this software will be accomplished in accordance vvith TJM product 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 supplier or TJM technical representative for product availability. <br /> , . �THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITU�ION VOIDS THIS ANALYSIS. • - <br /> -Ailowable Stress Design metiiodology wa�.used for Code UBC analyzing the TaM 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 /> Copynght�159�J by Trus Jofst MacMillan,a IfmRed partnershfp,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM'are trademarks of Trus Joist MacMillan. <br /> Microltam�is a registered t2demark of Trus Joist MacMillan. <br /> Simpson SYrong-Tie Connector�is a registered trademark of Simpson Strong-Tie Company,Inc. <br />