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DECK BEAM <br /> 'IJ-BzamT"'';/5.42 Serial Number.709046244 <br /> BEAMUSA 1111,6/25199 10'29:56 2 Pcs of 1.75" x 11.875" 2.0E Parallam® PSL <br /> Page 1 or 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> I 1 • <br /> 14' • ` <br /> • <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,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • <br /> • Uniform(plf) . Floor(1.00) 330 90 • 0 to 14' .. 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 2590/840/3430 Detail A3 1.25"LSL Rim <br /> 2 Column 5.50" 4.25" Right Face 2590/840/3430 Detail A3 1.25"LSL Rim <br /> • <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> •Shear(Ib) 3267 2721 • 4902 Passed(56%) Lt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 10890 10890 14330 Passed(76%) MID Span 1 under Floor loading <br /> Live Dell.(in)- 0.336 . 0.444 Passed(U476) MID Span 1 under Floor loading _ <br /> Total Defl.(in) : 0.550 0:667 . Passed(U291) MID Span 1 under Floor loading.`: <br /> Deflection Criteria:STANDARD(LI.:1J360,TL-U7.40). ' <br /> • <br /> '-Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8:'o/c unless detailed otherwise. Proper attachment and <br /> • <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 MacMillan(TJM). TJM warrants the sizing of its - <br /> products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The <br /> specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not - <br /> been reviewed by a TJM Associate. <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM 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 TJM. <br /> • <br /> Wolmanized®CCA Parallam®material bearing the Timber Products Inspection,Inc.quality mark is warranted under joint agreements <br /> by TJM and Hickson Corporation. <br /> -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. , <br /> • <br /> • <br /> • <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: - . . <br /> No Project Information available D.F.P.PLANNING&DESIGN, INC. • <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 • <br /> • <br /> 651-636-6889 <br /> 651-636-1412 <br /> Copyright m 1999 by Trus Joist MacMillan,a limited partnership,-Boise,Idaho,USA. TJ-Pro" and TJ-BeamT"are trademarks of Trus Joist MacMillan. <br /> Parallam0 is a registered trademark of Trus Joist MacMillan. <br /> Woimanizedm is a registered trademark of the Hickson Corporation. • <br />