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��. � �� 1�� 9yd421 BSMT <br /> � o,� aE` � . <br /> � TJ-BeamTM' �.4z Seriai Number:7i�504b`144 3 Pcs of 1.75" x 11.�75" Z.OE Microl0am0 LVL <br /> BEiMUSA 7111 9/3/99 15:00:02 <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 /> � I <br /> i <br /> ,i <br /> ��I� <br /> �i� :,in <br /> 94' � <br /> Product Diagram is Conceptual. <br /> LOADS; <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psfl:40 Live at 100°10 duration, 15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEi-�D LOCATION APPLiCATIOfd COi�ilUcf:iT <br /> Unifa�m(p{f} F1aar(1.00) 5S0 210 0 ta 14' Adds ta <br /> SUPPORTS: �►�pUT BEARING REACTlONS{Ibs.) <br /> W(DTH LENGTH JUST(FICATIOIV LfVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 525" 4" LeY Face 4244/1713/5957 Detail A3 1.25"LSL Rim <br /> 2 Pocket, Conc./Block 3.50" 2.25" Right Facz 4156/1678/5834 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S i BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 5694 4755 91845 Passed(40%) lt.er�d Span 1 under Floor loading <br /> Moment(ft-Ib) 19246 19246 29913 Passed(64°!0) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.333 0.459 Passeri(L487) MiD S{�an 9 under Fioor loading <br /> Total Defl.(in} 0.468 0.676 Passed(U347) MID Span 1 under Floor laading <br /> -Deflection Criteria:STANDARD(LL: U360,TL:L/240). <br /> -Bracing(Lu):All 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 /> 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 c�teria 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 availabie. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS DNLY! PRODU�T SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable SVess Design methodology was used for Code UBC analyzing the TJM Residential product tisted above. <br /> -Note:See TJM SPECIFlER'S/BUILDER'S GUIDES for multiple ply connsction. <br /> . <br /> � � , <br /> PROJECT INFORMATION OPERATOR INFORMATIOIV: <br /> No Project Information available D.F.P.PLANNING&DESlGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> C:opyright�1999 Dy Trus Joist MacMillan,a limrted partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMiltan. <br /> Microllame9 is a registered trad?mark of Trus Joist MacMillan. <br />