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Name: ROOF Customer:Chaska Building W0:283708 TI:B1 Qty:2 <br /> TC FORCE P.XL HND CSI TC: 2x 4 SPF #1/#2 (N) Analysis based on Simplified Analog Model. = Joint Locations - ' <br /> 1- 2 -810 0.01 0.29 0.30 SC: 2x 4 SPF #1/#Z (N) MULTIPLE LOADCASES -- This design is the 1) 0- 0- 5 3) 6- 0- 0 5) 0- 0- 5 <br /> 2- 3 -650 0.01 0.24 0.25 �� Zx 4 SPF #1/#Z (N) composite result of multiple loadcases. 2) 3-11- 4 4) 6- 0- 0 <br /> Bottom chord has been loaded with 10 psf This truss is designed to bear on multiple ------------ TOTAL DESIGN LOADS ------------ <br /> BC FOACE AXI, BND CSI live load applied non-concurrently. supports. Interior bearing locations should Uniform PLF From PLF To <br /> 1- 4 3 0.00 0.31 0.31 �1 COMPRESSION Chords aze assumed to be be marked on t=uss. Shim or wedge if TC Vert L+D -90 0- 0- 0 -90 3-11- 4 <br /> continuously braced unless noted otherwise. necessary to achieve full beazinq. TC Vert L+D -90 3-11- 4 -90 6- 0- 0 <br /> WndLod per ASCE 7-98, MWFRS, V= 90mph, ----MAX. AEACTIONS PEA BEARING LOCATION----- BC Vert L+D -20 0- 0- 0 -20 6- 0- 0 <br /> H= 23.0 ft, I= 1.00, Exp.Cat. C, Kzt= 1.0 X-Loc BSet Vert Horiz Vplift Y Type --------GLOBAL MAX DEFLECTIONS--------- <br /> Bld Type= encl L= 6.0 ft F� 6.0 ft Truss 0- 3-10 1 561 649 -111 B Pin LL TL <br /> in END zone, TCDL= 6.0 psf, BCDIr 6.0 psf 5-11- 4 1 38 -649 -37 T Pin in./Aatio in./Ratio Jnt(s). <br /> RMB = 1.15 5-11- 4 1 104 0 0 B H Roll L.Cant. -0.03/999 -0.05/999 2-1 <br /> PROVIDE UPLIFT CONNECTION PER SCHEDULE I.Span -0.04/999 -0.11/592 4-1 <br /> PROVIDE HORIZONTAL CONNECTION PEA SCHEDVLE Horiz. 0.00 0.00 NA <br /> �- <br /> 3-11-d „ 2-0-12 <br /> 1 2 3 <br /> 6.00 <br /> C/L:5-11-� <br /> 38#1.50" <br /> � 3x6 <br /> �onnection Designed <br /> � I b� Othe�s! <br /> 2-6-14 2-6-14 <br /> 5x4 I, <br /> � <br /> 0-7-4 <br /> � � � <br /> Attach with(2) <br /> � � .120 x 3"'Toe-Nails <br /> 561#7.25" 104#1.50" <br /> „ 6-0-0 „ <br /> 5 4 <br /> EXCEPT AS SHOWN PLATES ARE MiTek MT20 Wer 3 Supports Scale=0.5537 <br /> WARNING: Eng Job: WO: 283708 <br /> READ ALL NOTES ON THIS SHEET. A COPY OF THIS DRAWING TO BE GIVEN TO <br /> ERECTING CONTRACTOR. BRACING WARNING: DWCJ: TI: BZ <br /> Bracing shown on Ihis drawing is na atttiun bracumg,wind bncing,p«tal brecing or svnilar bracing which is a pan ofthe Dsgnr�SWD Chk• 10/12/2006 <br /> building desigp and which mustbe considercd by the building desigier.Bacmg shown is for lateal support of Uuss ' ' <br /> ����� membrrs onty to reduce bucklmg Irngth.Prwisims must be made m anchor lataal brecing at rnds and spttified laations Lbr DF• 1.15 <br /> dnertninedbylhebuildmgdesigner.Additiaialbracmgofthea��crallstructwemayberequired(SeeHIB-91of7Pq.Fa TC Live 35.0 psf • <br /> specifictrussbracingrequiremrnts,conGctbuildingdesigner.ITrussPlatelnstiN[e,7P1�s i«a«a at583D'Onofrio Plt DF� 1.15 <br /> a��e,Maa„a,.w�.�«�s��s3�i9i TC Dead 10.0 psf ' <br /> BC Live 0.0 psf O.C. : 2- 0- 0 <br /> TPI-95/IRC-00 <br /> BC Dead 10.0 psf Code: <br /> TOTAL 55.0 sf v5.0.18-4576541 <br /> Design: Matrix Analysis Profile Path: F:\trusjobs\283000\283708\ROOF�Sl.prx <br />