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FROM : F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:29PM P15 <br /> ' -4,441 d UPPER BATH <br /> -rJ-Bcam's: v5.45 sial Number:700 005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 9/11/00 2:51:16 PM <br /> Pane 1 of 1 Build Cotler 124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> 11-1 <br /> 11'6" <br /> All dimensions are horizontal. Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(pst):40 Live at 125%duration, 15 Dead, and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Roof(1.25) 680 255 0 to 11'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE!DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 4192/1639/5632 Detail R1 SB Shear Blocking <br /> 2 Column 3.50" 3.5" Right Face 4088/1598/5685 Detail R1 SB Shear Blocking <br /> -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 5519 4402 9871 Passed(45%) Lt. end Span 1 under Roof loading <br /> Moment(It-Ib) 15205 15205 24927 Passed(81%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0275 0.367 Passed(U481) MID Span 1 under Root loading <br /> Total Defl.(in) 0.382 0.551 Passed(U346) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL: U360,TLL1240). <br /> -Braeing(Lu):All compression edges(top and bottom)must be braced at 2'8"a/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member,stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITLONAL 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 UDC analyzing the Trus Joist Residential product listed above. <br /> -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> • <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 /> Copyright Ci 2000 by This Joist,A Weyerhaeuser Business, TJ-Beam T'is a trademark of True Joist. <br /> Mlcroiiam®is a registered trademark or This Joist <br /> (G <br />