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��_j��-��.�� 990342 PORCH <br /> -`•s•�s <br /> TJ-Beam'""�v5.42 Serial Number:709046244 3 Pcs of 1.7�J' i� X 9..��� ?.OE Microiiam0 LVL <br /> fsEAMUJ'A 111i 9/16/9� 14:45:51 <br /> Pane 1 of 1 Build Ccde:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> . � Overall Dirroertsion=8'90" <br /> ( � <br /> � � �� <br /> � � � <br /> a--2�—�----6�,0�� . <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 L1VE DEAD LOCATION APPLICATlON COMME1117 <br /> Uniform(pl� Roof(1.25) 287 228 0 to 8'10" Adds to <br /> Uniform(pl� Floor(1.00) 40 15 0 to 8'10" Adds to <br /> SUPPORTS: �NPUT BEARING REACTIONS(ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DE7AIL OTHER <br /> 1 Column 5.50" 5.5" Left Face 2141 (R125)/1586/3727 Detail E1 TJI�Blocking Panel <br /> 2 2x4 Plate 3.50" 2.25" Right Face 1242(R1.25)!815/2058 Detaii A3 1.25"LSL ftim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): E1,A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESlGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 2303 1651 11845 Passed(14%) Lt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 2980 2980 24668 Passed(12°�} MID Span 1 under RoofALTERNATE span loading <br /> Live Defl.(in) 0.023 0.161 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.036 0.322 Passed(U999+} MID Span 1 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(tL: U480,TL:U240).Additianal checks follow. <br /> -leR overhang(LL:0.2",TL:2U24Q). <br /> -Bracing{Lu):A!I compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -The load conditions considered in this design include Altemate member loading. <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 with TJM product design crite�a 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 available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analy�ing 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&DESIGN,INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-G38-1412 <br /> CopyriQht�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM'are trademarks of Trus Joist MacMillan. <br /> TJI�and Microllarr�are registered trademarks of Trus Joist MacMillan. <br />