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'���� � 202196 SCREEN PORCH <br /> TJ-8earr�6.15SerialPJu"m�L'�ri004 O��SG�Ks 2 pcs of 1 3/4" x 11 7/8" 2.OE ParailamO PSL <br /> use� �.s<<rzc�,ss.c�4ctir�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version�.1.16.5 <br /> CONTROLS FOR TIHE APPLICATiON AND �OA�S LlSTED <br /> � �� <br /> •� 9 <br /> �' �.�.. � <br /> P�acl��ct[Na<�am iv i:once�pttial. <br /> LOADS: <br /> Analysis is for a Header(F�ush Beam)Member. Tributary Load Width: 1' <br /> Primary Load Group-Residential-Living Areas(psf�:40.Q Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Tapered(plf) Floor(1.00) 240.0 To 310.0 90.0 To 116.0 0 To 2' Adds To <br /> Tapered(plf} Floor(1.00) 31Q.0 To 36Q.Q 116_4 To 135.0 2'To 7' Adds To <br /> Tapered(plfl Floor(1.00) 360.0 To 310.0 135.0 To 116.0 7'To 9'2" Adds To <br /> Point(fbs) Floor(1.00) 0 1202 7'3" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions�Ibs) Detail Other <br /> Width Length LivelDead/Uplifflfotal <br /> 1 Wood column 5.25" 1.50" 1596/883/0/2479 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL <br /> 2 Wood column 5.25" 1.50" 1721 /1681/0/3402 L1:Blocking 1 P!y 1 3/4"x 11 718"2.OE Parallarr�P5L <br /> -See TJ SPECIFIER'S/BtJILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -3246 -2665 8035 Passed(33%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 5823 5823 19902 Passed(29%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.055 0.214 Passed(L/999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.495 0.214 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:Specified(LL:U480,TL:V480}. <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o!c unless detailed othervvise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -iMPORTANTI The anafysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software wiil be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The spec�c product application,input design loads,and <br /> statett dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not alf products are readily available. Check with your supplier or TJ technica{representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -RIlowable Stress Design methodology was used for Building 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 tNFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 baltimore st.ne <br /> swte 106 <br /> blaine,MN 55449 <br /> Phone�763-780-8004 <br /> Fax :763-780-$015 <br /> dfpplan n ingdesign@visi.com <br /> ^cyricht �. dl'1��7 by Trus Joist, a weyerhaeuser tlusiness <br /> Parallalrr�> is a registered trademark of Trus .loist. <br />