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f (� 202392 MAST BED WOW <br /> ber:/"`��`�501 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Eeam('TM)SOS Serial Number:700206801 <br /> Page 1 Engine Version:1.512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:8,12 Roof Slope8Pl2 <br /> I � <br /> 1T <br /> Alt dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 180.0 68.0 0 To 3'9" Adds To <br /> Unifonn(ptf) Roof(1.25) 730.0 274.0 3'9"To 12' Adds To <br /> Pointpbs) Roof(1.25) 0 7515 3'9" - <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LIveiDead/Uplift/Total <br /> 1 Plate on masonry wall 5.25" 5.25" 2843/6429/0/9273 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> 2 Plate on masonry wail 5.25" 5.25" 4334/4015/0/8349 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(!bs) 9172 8812 15066 Passed(58%) Lt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 29762 29762 37317 Passed(80%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.189 0.379_ Passed(U722) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.507 0.56a Passed(L269) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,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 positioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ 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 Budding Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright W, 2002 by True Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />