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_,#����� �--�;� � ;.;.� <br /> , �� � � , <br /> � �ff�� ♦�� 202196 SCREEN PORCH ' � <br /> �����rr f4uinras �� n ,•.•...�:4� <br /> TJ-Beamm6.765erialtdumber:700410�;&6 2 Pcs of 1 3!4 x 11 7/8 2.OE Parallam0 PSL <br /> User t�9/7/2005 8:11:11 AM '� <br /> Page1 EngineVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN - � <br /> CQNTROLS FOR 7HE APPLICATIDN AND LOADS LISTED <br /> 1 <br /> �� a <br /> � ,�•�•• A <br /> Pioduct Diag�am is��onceptual. <br /> �oa�s: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' <br /> Pnmary Load Group-Residential-Living Areas(ps�:40A Live at 100%duration,15.0 Dead <br /> Vertical Loads� <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plfl Floor{1.00) 447.0 168.0 0 To 10'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length LivelDeadlUplifUTotai <br /> 1 Wood column 5.25" i 50" 2552!1 Q27/0!3579 L1:Blocking 1 Ply 1 3!4"x.11 ?/8"2AE Parailarn�PSL <br /> 2 Wood column 5.50" 1.50" 2562/1031 /0/3593 L1:Blocking 1 Piy 1 3/4"x 11 7/8"2.OE Parallarr�PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESlGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 3365 -2604 8035 Passed(32%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs} 8290 8290 19902 Passed(42%) INID Span 1 under Floor ioading <br /> Live Load Defl(in) 0.122 0.246 Passed(U968) MID Span 1 under Ffoor loading <br /> Total Load Defl(in) 0.171 0.246 Passed(L/690) MID Span 1 under Floor loading <br /> -Deflectiort Criteria:Specrfied(LL:V480,TL:U48Q). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDiTIONAL NOTES: <br /> -IMPORTA►VT! The anafysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accamplished in accordance with TJ product design criteria and code accepted design�alues. 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 /> -THfS ANALYStS FQR TRUS JOIST PRODUCTS ONLY! FROQUCT SUBSTITUTION VOIDS THIS AIVALYSIS. <br /> -AIlowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribu6on product listed above. <br /> -Note:See TJ SPEClFlER'S!BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR tNFORMATlQN: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 balGmore st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-7&4-�004 <br /> Fax :763-780-8015 <br /> dfpplan ningdesign@visi.com <br /> �'opyright ;.. '?BOii lly Z-n�r: JoisL, a Ncyerh�e¢sa. ...sincas <br /> Par:�llartC�: is a reoisfered tzadexarY. of Trus Joist. <br />