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Name: ROOF Customer:Chaska Building W0:283708 TI:A Qty:2 <br /> �TC FORCE AXI, BND CSI TC: 2x 4 SPF 1650E-1.5C Bottom chord has been loaded with 10 psf Joint Locations • <br /> 1-� 2 -2367 0.06 0.88 0.94 2x 4 SPF 2100E-1.BC 2-4 live load applied non-concurrently. 1) 0- 0- 0 5) 27- 0- 0 9) 9- 0- 2 <br /> 2- 3 -2489 0.08 0.90 0.98 BC: 2x 4 SPF 1650E-1.5C All COMPRESSION Chords aze assumed to be 2) 6- 0- 0 6) 27- 0- 0 10) 0- 0- 0 <br /> 3- 4 -2489 0.08 0.90 0.98 �� 2x 3 SPF STUD (N) continuously braced unless noted otherwise. 3) 13- 6- 0 7) 17-11-14 <br /> 4- 5 -2367 0.06 0.88 0.94 �� 2x 4 SPF #1/#Z (N) Bracing Schedule: 4) 21- 0- 0 8) 14- 0- 0 <br /> MULTIPLE LOADCASES -- This design is the Chords Max O.C. From To ------------ TOTAL DESIGN LOADS ------------ <br /> composite result of multiple loadcases. TC 24.0" 6- 0- 0 21- 0- 0 Uniform PLF From PLF To <br /> BC FORCE A7ff. BND CSI ��,od per ASCE 7-98, 2fi�FRS, V= 90mph, Bracing shown is for visual purposes only. TC Vert L+D -90 0- 0- 0 -90 6- 0- 0 <br /> 10- 9 1992 0.32 0.57 0.89 H= 23.0 ft, I= 1.00, Exp.Cat. C, Kzt= 1.0 ----MAX. REACTIONS PER BEARING LOCATION----- TC Vert L+D -90 6- 0- 0 -90 21- 0- 0 <br /> 9- 6 3002 0.49 0.25 0.74 Bld Type= encl Ir 27.0 ft F� 27.0 ft Truss X-Loc HSet Vert Hoxiz Uplift Y Type TC Vert L+D -90 21- 0- 0 -90 27- 0- 0 <br /> 8- 7 3002 0.49 0.24 0.73 in END zone, TCDIr 6.0 psf, BCDIr 6.0 psf 0- 3-10 1 1485 56 -199 B Pin BC Vert L+D -20 0- 0- 0 -20 27- 0- 0 <br /> 7- 6 1992 0.32 0.57 0.89 RMB = 1.15 26- 8- 6 1 1485 0 -199 B H Roll <br /> PROVIDE UPLIFT CONNECTION PER SCHEDULE <br /> Web FORCE Web FORCE --------GLOBAL 29�X DEE2ECTIONS--------- <br /> 2- 9 723 3- 7 -639 I'i' TI' <br /> 9- 3 -639 7- 4 723 in./Ratio in./Aatio Jnt(s). <br /> I.Span -0.37/628 -0.59/527 8 <br /> Horiz. 0.10 0.16 NA <br /> �0-0 15-0-0 6-0-0 <br /> 1 2 3 4 5 <br /> 6.00 -6 00 �, <br /> Ss4 3x Sx4 <br /> � � <br /> 3-7-4 3-7--1 <br /> � �-�-4 6x6 6x6 ���-4 <br /> � � � <br /> 3x4 4x8 3x4 <br /> 1485#' 7.25" 148�.25" <br /> v 27-�-0 � <br /> � <br /> 10 9 8 7 6 <br /> EXCEPT AS SHOWN PLATES ARE MiTek MT20 Scale=0.2419 <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: A <br /> Bracing shown on this drawing is na atttion bracmg,wind brecing,pertal bracing a similar bracing which is a part of the DS JRT'$SQD Chk• 10/12/2006 <br /> building desigi aid which mustbe considaed by the bullding desig�c.Bacmg shown is for lateal support ofGuss ' ' <br /> embcrs only to re�ce bucklumg Imgih.Prwisions must be made to anchor latcal bnomg az mds arid spmified I«ations I,bT DF' 1.15 <br /> ����� dnermined by Ihe buildmg designer.AddiGa�ul bracuig otthe a erall svuctwe may be«quired.ISee HIB-91 orren.aa TC Live 35.0 ps£ • <br /> specifcwssbracingrequirana�Ls.conGclbuildinqdesigner.(Trus�Plazelnsti¢�te.TPI is localed a�Sg3D'Onofno Pl.t DF• 1.15 <br /> Dd�e.maa�sa�,w�s�«�s��ss�i9)- 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 v5.0.18-4576502 <br /> Desiqn: Matrix Analysis Profile Path: F:\trusjobs\283000\283708\ROOF\A.prx <br />