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�. 200412 DINETTE <br /> TJ-BeamTM v5.45 Serial Number:7000W5055 3 PCs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAMUSA 1111 10/6/00 1:59:12 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 /> I I <br /> n� ^n <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) 400 150 0 to 13'2" Adds to <br /> Uniform(plf) Roof(1.25) 100 38 0 to 6' Adds to <br /> Tapered(plf) Roof(1.25) 100 to 0 38 to 0 6'to 13'2" Adds to <br /> Uniform(plf) Roof(1.25) 200 195 0 to 3'6" Adds to <br /> Uniform(plf) Roof(1.25) 800 420 9'to 13'2" Adds to <br /> Point(lbs.) Roof(1.25) 0 688 6' Adds to <br /> Point(lbs.) Roof(1.25) 0 3483 3'6" Adds to <br /> Point(lbs.) Roof(1.25) 0 4533 9' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 4588/6666/11254 Detail A3 1.25"LSL Rim <br /> 2 Column„ 5.25" 4" Right Face 6197/7274/13471 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(lb) 12893 8487 13965 Passed(61%) Rt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 36578 31287 40656 Passed(77%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.188 0.314 Passed(L 799) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.501 0.627 Passed(U300) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL: U480,TL:U240). <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 /> 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 /> -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <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 /> Microllam®is a registered trademark of Trus Joist. <br />