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�� � �� � 990421 PORCH <br /> h� � tt,l��i . <br /> ' TJ-BeamTM �.4z Serial Number:709046244 2 Pc� of 'I.75" x s.5" 2.OE Micro{IamO LV� <br /> BE4MUSA 1111 9/3/99 10:38:13 <br /> Page 1 of 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> ��1 <br /> i •1�-_�-� <br /> n� �2� <br /> � .� ^. , <br /> ; ,.$.. _ <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf�:40 Live at 100%duration,15 Dead,0 Partition,and: <br /> TYPE CLASS UVE QEAD LOCATlON APPLICATION COMMENT <br /> Uni�orm{plfl Floar(1.QQ) 40 15 0 to 7'8" Adds to <br /> Uniform(pl� Roof(1.25) 837 434 0 to 1'�0" Adds to <br /> Uniform(pif) Roof(125) 180 68 4'8"to 6'S" Adds to <br /> Point(ibs.) Roof(1.25) 0 37d5 1'10" Adds to <br /> Point(Ibs.} Roof(1.25} 0 2193 4'S" Adds to <br /> Point(Ibs.) Roof(1.25) 0 1682 6'S" Adds to <br /> SUPPORTS: �NPUT BEARWG REACTIONS{Ibs.) <br /> WIDTH LENGTH JUSTfFiCATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 1785(R1.25)/4872/6657 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 678(R1.25)/3933/4611 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESlGN CONTROLS: <br /> MAXlMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 8223 4291 5686 Passed(75%) 1.t.end Span 9 under Dead load <br /> Moment(ft-Ib) 8520 7330 11846 Passed(62%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.029 4_976 Passed(ll999+) M1D Span 1 under Roof IDading <br /> Total Defl.(in} 0.189 0.352 Passed(U447) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:U240}. <br /> -Bracing(Lu):A!I compression edges(top and bottom)must be braced at 2'8"o%unless detai!ed othervrise. Proper attachment and <br /> positioning of lateral bracing is required to echieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from soffware developed by Trus Joist MacMillan{TJM). TJM warrants the sizing of its <br /> products by this software will be accomplished in accordance vwth TJM product design criteria and code accepted design values. The <br /> specfic 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 avaitable. Check witt�your supplier or TJM techni�al representative for product availability. • <br /> -THIS/�NALYSiS FOR TRUS JOIST MacMILLAN PRDDUCTS DNLY! PRODUCT SUBSTlTUTION 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/BUlLDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR IRIFORMATION: <br /> No Project Information available D.F.P.PlANNING 8�DESJGN,lNC. <br /> TERRY MfKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�J 1555 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. 7J-ProT""and TJ-BeamTM are trademarks of Trus Joist MacMillan. <br /> Microllarn�is a registered t2demark of Trus Joist MacMillan <br />