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r GAR DR <br /> nit1 �, <br /> TJ-Beam(1114)sA5 Sense' Number 7n�301601 2 Pcs +elf " x iiz� sl..siE .�3 #� 3:e*tY PSL <br /> User.2 8/19r< 11:37 awl THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION ION AND LOADS LISTED <br /> _semi t-r_lope 9112 Reef SlopeE l? <br /> All dimensions are harizontak Productt)iiagr is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member_ Tributary Load Width:1' <br /> Primary Load Group-Roof(pst):40.0 Live at 925%duration,150 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Appliacaitio Comment <br /> Uniform(p9) Roof(125) 650.0 244.0 0To1C1 Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions fibs) Detail Other <br /> Mai Length LIvelDeadlUpli tITesttai <br /> Worst::Jain, 5 5.5 3450 f-i347 1014-197 No.e <br /> 2 tWcold 5,25" 5.25" 3450/1347/014797 5 None <br /> -See TA SPECIFIER'S BUILDERS GUIDE for ii(s):L5 <br /> DESIGN CONT ±c_ <br /> Maximum Design Control Control Location <br /> Sheer(itbs) 44.E€' :3 3035 Passed(45%) Rt.end Spar:I under Roof l adirnn <br /> MonIsnt{R-I,bs? 10540 10540 15321 Pas !(65%) MID Span 1:.der Roof Suing <br /> Live Load Def!(in) 0.266 0.313 Passed(U423) MID Span 1 under Roof loading <br /> Tout Load Deli(in) 0.370 4A69 Passed(11304) MID Span 1 under Roof loading <br /> Dei wle !:r Leri _STANnfi RD(.':I.s .-0,TL.'2240) <br /> -Bracing(Lu):All compression edges(lop and bottom)must be brag at 2'8"olc unless detailed other . Proper attachment and positioning of lateral <br /> bracing is required to achieve!emberillty. <br /> -Design assumes adequate oonanuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! n is output from , eru s..�,,,;�nnar:ti Tr,s Joist t i.i) Ti t3.�rr is the sizing of its products by this witirSricaie will the <br /> -t`Ye -- 4 S The. _ �.ji- presenteds , - >.v- »x � . <br /> atos+rnpItahe it.=:f_x._dance with TJ product sign criteria and code accepted design values. The specific product apptioation,input AFI loads,and <br /> stated dimensions have been provided by the software user_ TIS omit has not been reviewed by a Ti Associate. <br /> -Noted products are readily available. Check with your super or Ti technical representative for product availability. <br /> -THIS.ANALY SIS FOR J RLS JOIST PRODUCTS ONLYI PRODUCT SUBS T lW TK)N VOID sd HIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code UBC analyzing the T.1 Distribution product listed above. <br /> -Note:See Ti SPECIFIERS S f BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 IANi TIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPt.AN NINIGDESiGNQil1Si COM <br /> Copyright 0 2007 by Tr,.a Joist, _Weysrh=weer seise <br /> Paral/am9 is a registered ttadefiark of True Joist. <br />