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• <br /> FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 639 1412 May. 88 2001 02:27PM P12 <br /> ;311.4*¢ 44-1-7 „ ... DECK <br /> TJ-BetrmTM v5.45 Serial Number 7000005055 3.5" x 11.25" 2.0E Parallam® PSL <br /> SEAMuSA 1111 8715/00 1'.53'.11 PW! <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 /> Overall Dimension=22' <br /> 11' <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(plf) Floor(1.00) 240 90 0 to 14' Adds to <br /> Uniform(pif) Floor(1.00) 300 113 14'to 22' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> I Column 5 50" 4,25" Left Face 1400/505/1905 Detail A3 1,25"LSL Rim <br /> 2 Column 5.50" 5.5" Centered 3960/1677/5637 Detail 83 <br /> 3 Column 5.50" 4,25" Right Face 1684/626/2310 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S 1 BUILDER'S GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 2933 2467 4644 Passed(53%) Lt end Span 2 under Floor loading <br /> Moment(ft-Ib) 6130 6130 12939 Passed(47%) Rt. end Span 1 under Floor loading <br /> Live Deft(in) 0.106 0.267 Passed(L1999+) MID Span 2 under Floor ALTERNATE span loading <br /> Total Defi.(in) 0.165 0.533 Passed(L1775) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: L1480,TL:tJ240). <br /> -8racing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachrnerrt and <br /> positioning of lateral bracing is required to achieve member stability, <br /> -The load conditions considered in this design include Alternate member loading. <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 VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. <br /> -Environment Consideration:CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED), 28% MAXIMUM MC <br /> Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist- <br /> Wolmanizede CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements <br /> by Trus Joist and Hickson Corporation. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 14 NE ARDEN HILLS,MN <br /> 651-836-6889 <br /> 651-638-1412 <br /> Copyrignt Ci 2000 by Trus Joist,A Weyemaeuser Business. TJ-ProTM and TJ-Beam'N are trademarks of Trus Joist. <br /> Paralian1/9 is a registered trademark or Trus Joist. <br /> Woim3nirede)is a replatered trademark of the Hickson Corporation. <br /> 1 2 . <br />