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- ����a� 206231 GAR DR <br /> TJ-Bearr�0820SerialNu"m��004109 86� 2 Pcs of 1 3/4" x 11 7/8" 2.OE Parallam� PSL <br /> User.1 6/1612008 3:42:14 PM <br /> - Pe�, EngineVeraion:620.76 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �vlembe� Slo�>e:81?Roof Sio�>e812 <br /> i � <br /> d •19'_ . <br /> AU dm�ensions a�e ho�iza�tal. P�ock�ct Di�<r.un is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(ps�:40.0 Live at 125%dura6on,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Unrform(pf� Roof(1.25) 100.0 38.0 0 To 19' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactio�(Ibs) Detail Other <br /> Width Length LivelDeadNpiift/Total <br /> 1 Wood column 5.25" 1.50" 1330/627/0/1957 L1:Biocking 1 Ply 1 3/4"x 11 7/8"2.OE Parailarr�PSL <br /> 2 Wood column 5.25" 1.50" 1330(627!0/1957 11:Blocicing 1 Piy 1 3/4"x 11 7/8"2.OE Parallarr�PSL <br /> See TJ SPECIFIER'S/BUfLDERS GUIDE for detail{s):L1:Biockjng <br /> DESiGN CONTROLS: <br /> Maximum Design Control Co►rtrol Location <br /> Shear(Ibs) 1892 -1663 10044 Passed(17%) Rt end Span 1 under Roof loading <br /> Moment(F4-Lbs) 8694 8694 24878 Passed(35%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.384 0.613 Passed(U574) MID Span 1 under Roof loading <br /> Tetal Load Defl(in) 0.565 0.919 Passed(Ll390) MID Span 1 under Roof loading <br /> -Deflection Criteria:Specified(LL:U360,TL:V240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o%unless detailed othervvise. Proper attachment and pasitioning 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 soflware developed by Trus Joist(TJ). TJ wamants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design cxiteria and code accepted design values. The spec�c product application,input design loads,and <br /> stated dimensions have been provided by ihe sofiware user. This ou¢�ut 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 /> -TIiIS ANALYSIS FOR TRUS JOIST PRODUCTS QNLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowabfe Stress Design methodology was used for Building Code UBC analyzing the TJ D�tribution product listed above. <br /> -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT tNFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 bal6more st.ne <br /> suite 106 <br /> blaine,MN 554�t9 <br /> Pho�e:763-780-8004 <br /> Fax :763-780-8015 <br /> dfppianningdesign@visi.com <br /> Copyright t� 2005 by Trus Joist, a Reyerhaeuser Business <br /> Paralla�� is a reqistered trademark of Tzus Joist. <br />