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• I 1 <br /> FROM : D.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:25PM P7 <br /> •z�� 200477 BSMT STAIRS <br /> oeam^" v555se l Number.Y00103477 2 Pcs of 1.75" x 1.1.875" 2.0E Microtlam® LVL <br /> BEAMUSA 1111 3E46/01 1;13:54 PM <br /> Page 1 of 1 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 17'6" • <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 UVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(ptt) Ftoor(1.00) 64 24 0 to 17'6" Adds to <br /> IPoint(tbs,) Floor(1.00) 0 171 3'6" Adds to <br /> Point(Ibs.) Floor(1.00) 0 2047 8'9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT: PLY DEPTH DETAIL OTHER <br /> 1 Beam 3.50" 2.25" 901 /1555/2490 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 2x6 Plate 5 50" 4.25" 91911513/2432 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 2464 2292 7897 Passed(29%) Lt.end Span 1 under Floor loading <br /> Mornent(ft4b) 14561 14561 19942 Passed(73%) MID Span 1 under Floor loading <br /> Live Oen_(in) 0.210 0.425 Passed(U969) MID Span 1 under Floor loading <br /> Total Defl.(in) 0,725 0.850 Pessed(LI281) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL: U480,TL:U240)_ <br /> Brecing(Lu):Al!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 Tnis Joist(TJ) TJ warrants the sizing of its products by this <br /> software wilt be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product <br /> application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by <br /> a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ 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 URC analyzing the TJ Residential product listed above_ <br /> -Note: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection, <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project information available D F.P. Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n,e, <br /> arden hills, mn 55112 <br /> 651-636-6859 <br /> 651-638-1412 <br /> Copyrlglft*2000 by Trus Joist,a Weyerfiaeueer Business. TJ-Prot"`an4 TJ-Beam T"are trademarks a Trus Joist. <br /> Mlcrallern®is a rejristered treeemeric of True Joist. <br /> 7. <br />