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�������,.��� 990421 GRT RM/DINETTE <br /> _F,f <br /> � TJ-B2a�-TM „s.az s�;;a;r.;,-bz;:�oscasz�� 2 PCS Of 1.75" X 18" 2.QE MiCt'o((e�'I'1 RO LVL <br /> sFxMusa iiii s�iss ii:zras <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 /> �� <br /> h j! <br /> �i i ��2,� <br /> � <br /> � 25�g�� ; <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analy�is for HeadPr Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(ps�:40 Live at 100%duration, 15 Dead,D Partition,and: <br /> TYPE CLASS LIVE DEAQ LOCA.TlON APPLlCATlON COMME�IT <br /> Uniform(plfl Floor{1.00) 40 15 0 ta 25'8" Adds to <br /> Uniform(plfl Floor{1.00) 390 146 15'4"to 19'8" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1240 15'6" Adrls to <br /> Point(Ibs.) Floor(1.00) 0 165 19'6" Adds to <br /> SUF'PORTS: �NPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEADl70TAL DETAIL OTHER <br /> 1 Column 525" 4" Left Face 1569/1344/2914 Detail A3 'I.25"LSl Rim <br /> 2 Beam 3.50" 2.25" Right Face 2174/1910/4084 Detai!A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXlMUM DESlGN COIVTROL CONTROL LOCATION <br /> Shear(Ib) 4063 3856 11970 Passed(32°k,) Rt.er�d Spa�1 under Floor loading <br /> Moment(ft-Ib) 28945 28945 43299 Passed(67%} MID Span 1 under Floor loading <br /> Live Defl.(in) 0.472 0.630 PassEd(ll649) N!ID Span 1 under Fioor loading <br /> Total Defl.(in} 0.927 1259 Passed(U326} MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: U480,TL:L124�). <br /> -Bracing(Lu):AI!compression edges(top and bottom)must be braced at 2'8"o%untess detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is reguirsd to achieve metr�ber 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 accordarace witl�TJAA product design criteria and code accepted design values. The <br /> spec�c 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 PRDDUCTS OI�ILY! PRDDUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -AI{owable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. <br /> , -Note: See TJM SPECIFIER'S/BUII�DER'S GUIDES for n'fultiple ply connection. <br /> PROJECT INFORMATlON OPERATOR lNFORMATION: <br /> No Project Information available D.F.P.PLANNING&DESIGN,INC. <br /> TERRY MIKKELSON <br /> 4797 HIGH�NAY�D N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copy�ght�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro""and TJ-BeamT'"are trademarks of Trus Joist MacMilian. <br /> Microllart�is a registered trademark of Trus Joist MacMillan. <br />