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C (f�� t GAR DR <br /> T.J. ,r,�,,,6.05 Serial Nu <br /> ` 2 Pcs of 1 3/4"x 11 7/8"2.0E Parallam®PSL <br /> UsePage e1 Engine 9/8/03 V 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> iR1 <br /> ki <br /> 0 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 480.0 180.0 0 To 9'6" Adds To <br /> Uniform(plf) Roof(1.25) 480.0 180.0 0 To 9'6" Adds To <br /> Unifonn(plf) Roof(1.25) 540.0 323.0 g 6"To 10' Adds To <br /> Point(Ibs) Fioor(1.00) 0 4905 g 6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(itis) Detail Other <br /> Width Length LiveiDeaditlpiiftTotal <br /> 1 Wood column 5.25" 5.25" 4999/2038/0/7037 11:Blocking 1 Ply 1 3/4"2.0E Parallamm PSL <br /> 2 Wood column 5.25' 5.25" 4791/6728/0/11519 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(lbs) -11228 5056 10044 Passed(50%) Lt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 15708 15708 24878 Passed(63%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.208 0.313 Passed(L1540) MID Span 1 under Root loading <br /> Total Load Deft(in) 0.299 0.469 Passed(L/376) 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 /> 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!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 ® 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam5 is a registered trademark of Trus Joist. <br />