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-���� � 206231 FRONT PORCH <br /> �q� <br /> TJ-Bearr�6.ZOSerialNumb�70`'`o�a oo�7�"es� 3 PCS of 1 3/4" x 16" 2.OE Parallam� PS� <br /> ' P�; Engf�neVets'wn:'6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> . , � �--�—� <br /> a � <br /> �— 13•6•• A <br /> P�ock�ct Diag���is Co��ceptu.�l. <br /> LOADS: <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 ApplicaUon Commerrt <br /> Un'rform(pl� Ftoor(1.00) 30.0 12.0 0 To 13'6" Adds To <br /> Unifortn(pl� Roof(1.25) 70.0 26.0 0 To 13'6" Adds To <br /> Unffomi(pl� Roof(1.25) 610.0 349.0 0 To 2'2" Adds To <br /> Unifonn(pf� Roof(1.25) 260.0 218.0 2'2"To 8'4" Adds To <br /> Uniform(pl� Roof(1.25} 260.0 218.0 11'To 13'6" Adds To <br /> Pant(Ibs) Roof(1.25) 0 7367 2'2" - <br /> Point(Ibs) Roof(1.25) 0 595 8'4" - <br /> Pant(Ibs) Roof(1.25) 0 595 11' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail OtF�er <br /> wdth Length LivelDeadNplift/Totai <br /> 1 Microllam LVL beam 3.50" 3.01" 3188!8648/0/11836 A1:Bloc:king 1 Pty 1 314"x 16"2.OE Parallarr�PSL <br /> 2 Wood column 5.25" 1.50" 2277/3624/0/59U1 L5 None <br /> -See TJ SPEClFIER'S/BUILDERS GUIDE for detaii(s):A1:Blocking,LS <br /> DESIGN CONTROLS: <br /> Maximum Design Corrtroi Corrtrol Location <br /> Shear(Ibs) 11640 7953 14616 Passed(54%} Lt end Span 1 under Dead loading <br /> Moment(Ft-Lbs) 23557 23557 65540 Passed(36%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.075 0.326 Passed(U999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.234 0.326 Passed(U669) MID Span 1 under Roof loading <br /> -Deflection Criteria:Specified(LL:U480,T1:U480). <br /> -Bracing(Lu}:All compression edges(top and bottom)must be braced at 10'6"dc unless detailed othenNise. Pr�er attachment and posi6oning of lateral <br /> bracing is required to achieve member stabi{ity. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 bamrrmre st ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplanningdesign@visi.c�m <br /> Copyrigh[ C: 2005 by Trus Joist, a Weyerhaeuser Business <br /> Parallartea� and Flicrollam� are registered trademarks oP Trus Joist. <br />