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. <br /> FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 09 2001 02:31PM P17 <br /> ' GAR <br /> y„�„� g fEo'Ef• GFi.l� <br /> TJ-eesm^' w5.43 3enel.NUmtmr:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 9/11/00 3.30:01 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 /> __.. .�__..__.... 1_ <br /> • <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) 40 15 0 to 5' Adds to <br /> Point(Ibs.) Roof(1.25) 0 5832 2'4" Adds to <br /> SUPPORTS: • <br /> INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5,25" 4" Left Face 195/3160 13355 Detail A3 1.25'LSL Rim <br /> 2 Vertical 2x DF/L,SYP 5.25" 1.5" Right Face 205/2879 13054 Detail H1 <br /> -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3, H1. <br /> HANGERS: <br /> REVERSE T.P. T.F. NAILING <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER <br /> Right Top NONE FOUND No N/A No 0 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 3317 3101 7107 Passed(44Ch) Lt. end Span 1 under Dead'load <br /> Moment(ft-Ib) 6455 6275 17048 Passed(35%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.001 0.106 Passed(U999+) MID Span I under Floor loading <br /> Total Defl.(in) 0.035 0.213 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL: L/460, TL:L1240). <br /> -Sracing(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 Projectinformation available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-838-1412 <br /> Copyright O 2000 by True Joist,A Weyerhaeuser euslnesa, TJ-Pro'1'and TJ-SeemT"are trademarks of True Joist. <br /> Mic ollame is a registered trademark of Trus Joist, <br />