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4 �"� r <br /> UV" 200412 DECK <br /> TJ-Beam'*" v5.45 Serial Number:7000005055 3.5" x 11.25" 2.0E Parallam@ PSL <br /> BEAMUSA 1111 10/6/00 303:17 PM <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 /> 13 <br /> ri <br /> 11' 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(pff) Floor(1.00) 320 120 0 to 14' Adds to <br /> Uniform(plf) Floor(1.00) 180 68 14'to 22' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.50" 4.25" Left Face 1800/673/2473 Detail A3 1.25"LSL Rim <br /> 2 Column 5.50" 5.5" Centered 4271 /1794/6065 Detail B3 <br /> 3 Column 5.50" 4.25" Right Face 1137/401 /1538 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 3297 2703 4644 Passed(58%) Rt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 6196 6196 12939 Passed(48%) Rt. end Span 1 under Floor loading <br /> Live Defl.(in) 0.115 0.267 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Total Defl.(in) 0.183 0.533 Passed(U701) MID Span 1 under Floor ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL: U480,TL L/240). <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 /> -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 /> Wolmanized®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. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> ------------------------------ <br /> Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-Beam'*"are trademarks of Trus Joist. <br /> Parallam®is a registered trademark of Trus Joist. <br /> Wolmanized®is a registered trademark of the Hickson Corporation. <br />