Laserfiche WebLink
����� �,��`' 202196 SCREEN PORCH <br /> ���� <br /> ��`��Y���"�'��5`'�s; 2 pcs of 1 3/4" x 11 7/8" 2.OE Parallam0 PSL <br /> TJ-�arr�G.16 Serial NumL,e[700410978G <br /> Usec i •9/7l200580226AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESfGN <br /> Page 1 Engine Version:1_76.5 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> .+ '� <br /> � �.�.. ,� <br /> P�oclikt Diig�am is Conce��tuil. <br /> �oAos: <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%duration,15.0 Dead <br /> Vertical Loads <br /> Type Class Live Dead Location Application Comment <br /> Tapered(pt� Flaor(1.00) 310.�To 390.� 116.0 To 146.0 0 To 6'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Pty Depth Nailing Detail Other <br /> Width Le�gth (Ibs) Depth <br /> LivelDead/U p I iftlf ota I <br /> 1 Wood column 525" 1.5Q" 1224/501 /0/1725 N/A N/A N/A L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE <br /> Parallarr�PSL il <br /> 2 Microllam LVL 3.50" Hanger 1311 /533!0/1843 N/A N/R N/A H1:Face Mount None <br /> �m Hanger 'I <br /> -See TJ SPECIFIER'S!BUILDERS GUtDE for detail(s):L1:Blocking,H1:Face Mount Hanger <br /> HANGERS: No Manufacturer Selected <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A <br /> DESlGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -1668 -1083 8035 Passed(13%) Rt.end Spa�1 under Ftoor loading <br /> Moment(Ft-Lbs} 2387 2387 19902 Pzssed(12°/a) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.016 0.147 P2ssed(U999+} MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.022 0.147 P2ssed(V999+) MID Span 1 under Floor loading <br /> -DefEection Criteria:Specified(LL:U480,TL:U484}. <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed othervvise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp plannirfg design <br /> 9100 baltimore st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplanningdesign@visi.com <br /> �npyriqht ���5 2009 6y Trns Joist, a Weyerhaeuser Busir.ess <br /> Pacaliam"^: and Micmllamr� are reqisteretl [rademarY.s of Trus Joist. <br />