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i - 'b2.�'1 - REC RM WDW e) i� <br /> , �Ge al .T. p� J�g <br /> r'>4J_�;,;,;.��..65„SerialNumber.7000005055 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL r- <br /> BEAMUSA 1111 8113/00 11:05:18 AM . <br /> Page 1 of 1 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • <br /> 1 'C27 . ,cec <br /> �r 9 �O W; flow <br /> 10'8" ° <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 LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(ptf) Floor(1.00) 360 135 0 to 3'6" Adds to' <br /> .Uniform(plf) Floor(1.00) 600 225 3'6"to 10'8" Adds to <br /> Uniform(ptf) Floor(1.00) 360 255 0 to 8'3" Adds to <br /> Uniform(plf) Roof(1.25) 680 375 2'9"to 8'3" Adds to <br /> Point(Ibs.) Roof(1.25) 0 3722 2'9" Adds to <br /> Point(lbs.) Floor(1.00) 0 5900 8'3" Adds to ' <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/_TOTAL DETAIL OTHER <br /> 1 Column' 5.25" 4" Left Face 6343/7474/13818 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 6353/8775/15129 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S!BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 14847 11752 13965 Passed(84%) .Rt.end Span 1 under Floor loading <br /> Moment(ft-lb) 38925 32119 40656 Passed(79%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.165 0.251 Passed(L/731) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.360 0.502 Passed(U335) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL 0480,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 /> 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. Trus Joist warrants the sizing of its products by <br /> this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product application,input design loads,and stated dimensions have been provided by the software user. This output has not been <br /> reviewed by a Trus Joist Associate. <br /> -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. , <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIC?S THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. • <br /> -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. :. " <br /> • <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY.10 NE ARDEN HILLS,MN • <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright©2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam'M are trademarks of Trus Joist <br /> Microllama is a registered trademark of Trus Joist - <br />