Laserfiche WebLink
���� � 202196 SCREEN PORCH <br /> TJ-Beam�6.}6SerialPJu"m��7,'�4���86"�` 2 Pes of 1 3/4" x 11 7/8" 2.OE Paraliam� PSL <br /> uSE� i�sn;200.5 E:C8:36 AM <br /> Paae7 EngineVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> � � <br /> � �.�.. ,. <br /> P�ocluct Diag�.�m is�:once��tt�al. <br /> �oa�s: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(ps�:40.0 Live at 100�a duration, 15.0 Dead <br /> Verticai Loads: <br /> Type Class Live Dead Location Application Comment <br /> Tapered{pff} Floor(1.00) 310.0 To 190.0 116.0 To 71.0 0 To 5'6" Adds To <br /> SUPPORTS: <br /> fnput Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length LivelDeadlUpliftlfoYal <br /> 1 Wood column 5.25" 1.50" 858/357/0!1215 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL <br /> 2 Wood column 5.25" 1.50" 737/311 /0/1048 L1:Blodcing 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL <br /> -See TJ SPECIFtER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 1062 -548 8035 Passed(7%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbsj 1223 1223 19902 Passed(6%) MID Span 1 under Flaor ioad+ng <br /> Live Load Defl(in) 0.006 0.122 Passed(V999+) MID Span 1 under Floar loading <br /> Total�oad Defl(in) 0.009 0.122 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:Spec�ed(LL:U480,TL:V480}. <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"oJc unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDiT10NAL NOTES: <br /> -IMPORTANT! The analysis presented is output from sofiware developed by Trus Joist(TJ). TJ warrants the sizing of its products by this sofiware 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 afl products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -TFi1S ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYStS. <br /> -Allowable Stress Design methodology was used for Building Code UBC 2natyzing the TJ Distnbution product listed above. <br /> -Note:See TJ SRECtFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT lNFORMATION: OPERATOR INFOl2MATION: <br /> Terry Mikkefson <br /> dfp planning�esign <br /> 91 d0 baltimore st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplan n ingdesign@ visi.com <br /> CbpyrighL c 2004 hy Trus Jois`, a Weyerh�miscr Husines5 <br /> Parallam:� is a regisLered tcademark of Trus Joist. <br />