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�������.J� 990421 FOYER LEFT <br /> ' TJ-BeamTM v5.42 S2rialNumber:7C9C46244 G PCS �� 1.�5�i X 1v�+ Z.QE Microllam0 L11L <br /> BEAMUSA 1111 9/3/99 1122:46 <br /> Page 1 of 1 Build Code:104 <br /> THIS PRODUCT MEE7S OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLiCAT10N AND LOADS LISTED <br /> n <br /> h � <br /> i1i 2i <br /> � � � . <br /> 25'8" - <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header 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 L!�!E DEAD LOCATIO�! APPLICATION COMMENT <br /> Uniform{pl� Floor(1.00) 40 15 4 to 25'8" Rdds to <br /> Uniform{ptfl Floor(1.00) 390 146 15'4"to 19'8" Adds to <br /> Point(Ibs.) Floor(1.00) 0 2405 15'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICAiiON LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4'" Left Face 1569/1768/3337 Detail A3 '125"LSL Rim <br /> 2 Column 3.50" 2.25" Right Face 2174!2487/4661 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUlDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAX)MUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 4640 4433 11970 Passed(37%) Rt.end Span 1 under Floo�loadi�g <br /> Moment(ft-Ib) 35373 35373 43299 Passed(82%) MID Span 1 under Floor loading <br /> Live Defl.(in} 0.472 0.630 Passed(U641) MID Span 1 under Fioor loading <br /> Total Defl.(in) 1.105 1.259 Passed(U274) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: L/480,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o!c unless detailed otherwise. Proper attachment and <br /> posfioning 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 warrants the sizing of its <br /> products by this software will be accomplished in accordance with'fJM product design c�itena 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 availabilityr. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMIILAN PRODllCTS�NLY± 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 GUIDES for muttiple 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 /> 651-638-1412 <br /> Copyr,ght m 1999 by Trus Joist MacMillan,a limited partnersnip,Boise,Idaho,USA. TJ-ProTM and TJ-Beam'*'are t2demarks of Trus Joist MacMillan. <br /> Microllam�is a registered trademark of Trus Joist MacMillan. <br />