Laserfiche WebLink
FRONT PORCH <br /> TJ-Beamcru 6.0.5 Salta 3 Pcs of 1 314e.x 18"2.0E Parallam®PSL <br /> Page 1 EV1Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Paget EngFna Veisron:1.5.12 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 4 <br /> }1 11 <br /> 21, <br /> r <br /> Product Diagram is Conceptus. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 70.0 26.0 0 To 9'8" Adds To <br /> Uniform(pif) Floor(1.00) 50.0 19.0 g 8"To 20'8" Adds To <br /> Uniform(plf) Roof(1.25) 710.0 386.0 0 To 6'3" Adds To <br /> Uniform(pIf) Roaf(125) 710.0 386.0 14'S'To 20'8" Adds To <br /> Uniform(plf) Roof(1.25) 90.0 34.0 0 To 20'8" Adds To <br /> Point(Ibs) Roof(125) 0 4599 6'3" - <br /> Point(lbs) Roof(125) 0 4599 14'6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other <br /> Width Length Live/Dead/Uplift/Total Depth <br /> 1 Microllam LVL beam 5.25' Hanger 6431/8043/0/14474 1 18.00" N/A H1:Face Mount Hanger None <br /> 2 Microllam LVL beam 5.25" Hanger 6299/8031/0/14329 1 18.00" N/A H1:Face Mount Hanger None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger <br /> HANGERS:Simpson Strong Tie®Connectors <br /> support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> flanges Offset Slope Species <br /> 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A <br /> 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 13861 11760 22838 Passed(51%) It end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 58974 58974 81872 Passed(72%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.338 0.495 Passed(1/702) MID Span 1 under Roof loading <br /> Total Load Defl(n) 0.943 0.990 Passed(1/252) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L1480,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"olc unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPiANNINGDESIGN@VISI.COM <br /> Copyright 0 2002 by True Joist, a Weyerhaeuser Business <br /> Parallame and Microlle are registered trademarks of Trus Joist. <br /> Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />