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Name: ROOF Customer:Chaska Building W0:283708 TI:B3 Qty:9 <br /> TC FORCE AXL BND CSI TC: 2x 4 SPF �1/#2 (N) Analysis based on Simplified Analoq Model. Joint Locations ' <br /> 1- 2 44 0.00 0.0H 0.08 SC: 2x 4 SPF �1/�2 (N) MULTIPLE LOADCASES -- This design is the 1) 0- 0- 5 3) 1-11- 4 <br /> � WG: 2x 4 SPF #1/#2 (N) composite result of multiple loadcases. 2) 1-11- 4 4) 0- 0- 5 <br /> BC FORCE AXI. SND CSI Bottom chord has been loaded with 10 psf This truss is designed to beaz on multiple WndLod per ASCE 7-98, 2fiQFRS, V= 90mph, <br /> 1- 3 3 0.00 0.04 0.04 live load applied non-concurrently. supports. Interior bearing locations should H= 23.0 ft, I= 1.00, Exp.Cat. C, Kzt= 1.0 <br /> All COMPAESSION Chords aze assutned to be be marked on truss. Shim or wedge if Bld Type= encl Ir 1.9 ft 4� 1.9 ft Truss <br /> continuously braced unless noted otherwise. necessary to achieve full bearing. in END zone, TCDIr 6.0 psf, HmL= 6.0 psf <br /> RMB = 1.15 ----tflil{. REACTIONS PER BEAAING LOCATION----- <br /> --------GLOBAL bfAX DEFLECTIONS--------- X-Loc BSet Vert Horiz STplift Y Type <br /> LL TL 0- 3-10 1 104 23 -16 B Pin <br /> in./Aatio in./Ratio Jnt(s). 1-10- 8 1 S1 18 -20 T Pin <br /> Z.Span 0.00/999 0.00/999 2-1 1-10- 8 1 37 0 0 B H Aoll <br /> Horiz. 0.00 0.00 NA PROVIDE UPLIFT CONNECTION PER SCHEDULE <br /> i-ii-a <br /> 1 2 <br /> 6.00 <br /> C/L: 1-10-8 <br /> 81#1.50" <br /> I � <br /> I�-lttach with(2) <br /> 160 x 3"Toe-tiails <br /> 1-6-14 5x4 � 1-6-14 <br /> � <br /> 0-7-4 <br /> � I � <br /> Attach with(2) <br /> � � 120 x 3"Toe-Nails <br /> 104#7.25" 37#1.50" <br /> 1-11-4 ,, <br /> 4 3 <br /> EXCEPT AS SHOWN PLATES ARE MiTek MT20 Over 3 Supports Scale=0.6883 <br /> WARNING: Eng Job: WO: 283708 <br /> READ ALL NOTES ON THIS SF�ET. A COPY OF THIS DRAWING TO BE GIVEN TO <br /> ERECTING CONTRACTOR. BRACING WARNING: DWCJ: TI: BS <br /> Bacing shown on ihis drawing is not erection brecmg,wind bacin&P�I bracing or sunilar bracing which is a pan ofthe Dsgnr•SWD Chk� 10/12/200 6 <br /> building desigi arid which must be crosidered by ihe building designer.Bracing shown is T lateal support ofwss ' ' <br /> ����� embers only tn re�re 6uckimg length.Prwisions mus[be made ro anchor lataal bracing at ends and specified laations Lbr DF� 1.15 <br /> detaminedbylhebuild'mgdcsigncr.AdditionaibracNgoCtheoverallswctivemayberequired-(SeeHIB-91or�rp.aa TC Live 35.0 psf • <br /> specifc hu.�branng requircmmL,cmiac[buildinq de,iqner.i I'nus Plate InsiiW�e,TPi is IocaleA at 583 D'Onofrio Plt DF: 1.15 <br /> �d�e,Maa�,�,�.w�,�«�s��,3,�yi 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 v5.0.18-4576533 <br /> Design: Matrix Analysis Profile Path: F:\trusjobs\263000\283708\ROOF\B3.prx <br />