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FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:32PM P19 <br /> `^- r BSMT BED <br /> •t* j lid'{Ad.i <br /> TJ-Bcem^' v5.45 Serial Number.7000005055 2 Pcs of 1.75" x 9.5 2.OE Microllam® LVL <br /> BEAMUSA 1111 9/12/00 8:34:55 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._t. <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,arid: <br /> TYPE CLASS .LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Floor(1.00) 250 105 0 to 8'6" Adds to <br /> Uniform(plf) Roof(1.25) 850 439 7'6"to 8'6" Adds to <br /> Point(Ibs.) Roof(1,25) 0 7950 7'6" 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 1386/1256/2842 Detail A3 1.25"LSL Rim <br /> 2 Column 6,25` 4" Right Face 2184/8231 /10415 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(ib) 9872 2064 6318 Passed(33%) Lt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 6965 6823 13158 Passed(52%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.067 0.262 Passed(L/999+). MID Span 1 under Roof loading <br /> Total Defl.(in) 0.178 0.394 Passed(L1531) MID Span 1 under Root loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:L240). <br /> -Bracing(Lu):Ail 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 cods 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 True Joist technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS 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 /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-638-8889 <br /> 651-636-1412 <br /> • <br /> coeyriont 0 2000 by True Joist,A Weyerhaeuser 9usiness. TJ-Prow and TJ-BeamnA are trademarks of Trus Joist. <br /> Microll-4mM Is a registered trademark Or Trus Joist. <br /> rlt <br />