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� 4 � ��` �� � : �, ; ;� <br /> h� � ���F�cs of 1.75" x 14" 1.9E Microllam0 LVL <br /> �..�I� ,Wr _ , <br /> TJ-BeamTM v5.45 Se ial Num !r:7000005488 <br /> BEAMUSA 1111 9/2 /00 11.20:37 AM <br /> Page 1 of 1 Build C e: 124 <br /> THIS PROD CT AIIEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> ,Ii:` �2; <br /> j 13• � <br /> �I Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for B am f�ember Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psfl: 4 Live t 100%duration, 10 Dead, 0 Partition, and: ' <br /> TYPE C SS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(pf FI or(1.00) 640 160 0 to 13' Adds to <br /> Uniform(p Flmor(1.00) 640 160 0 to 13' Replaces <br /> Uniform(pl Floor(1.00) 0 80 0 to 13' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.50" 4.25" Left Face 8320/2732/ 11052 Detail A3 1.25"LSL Rim <br /> 2 Column 5.50" 4.25" Right Face 8320/2732/ 11052 Detail A3 1.25" LSL Rim <br /> -See Tr Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONT OLS� <br /> MA�IMUM DESIGN CONTROI. CONTROL LOCATION <br /> Shear(Ib) 10485 8289 13965 Passed(59%) Lt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 32329 32329 36387 Passed(89%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.332 0.411 Passed(L/445) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.441 0.617 Passed(U335) MID Span 1 under Floor loading <br /> -Deflecti n Criteria: STANDARD(LL: U360, 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 /> positi ning qf lateral bracing is required to achieve member stability. <br /> ADDITIONAL N TES: <br /> -IMPORTAN ! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by <br /> this soflw e will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product a piication, input design loads, and stated dimensions have been provided by the sofNvare user. Thi�eutput has not been <br /> reviewed y a Trus Joist Associate. <br /> -Not all produ ts are readily available. Check with your supplier or Trus Joist technical representative for product availability. <br /> -THIS ANAL IS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable St ss D�sign methodology was used for Code NER analyzing the Trus Joist Residential product listed above. <br /> -Note: See Tr s Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFO MATION OPERATOR INFORMATION: <br /> No Project Inf rmation available JUSTUS LUMBER <br /> RANDY ZELLMAN <br /> 330 11TH AVE SOUTH, <br /> � HOPKINS, MN 55343 <br /> 612-938-2741 <br /> 938-0930 <br /> Copyright 0 2000 by Tru Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamT"'are trademarks of Trus Joist. <br /> Microilam�is a registere tradem fk of Trus Joist. <br /> I <br />