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Name: ROOF Customer:Chaska Building W0:283708 TI:B2 Qty:2 <br /> TC FOACE AXL BND CSI TC: 2x 4 SPF #1/#2 (N) Analysis based on Si.mplified Analog Model. -=Joint Locations � <br /> 1- 2 -777 0.00 0.28 0.29 BC: 2x 4 SPF #1/#2 (N) MUI.TIPLE LOADCASES -- This design is the 1) 0- 0- 5 3) 6- 0- 0 5) 0- 0- 5 <br /> 2- 3 -674 0.01 0.31 0.32 �� Zx 4 SPF �1/#z (N) composite result of multiple loadcases. 2) 1-11- 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 FORCE AXL BND CSI live load applied non-concurrently. supports. Interior bearing locations should Uniform PLF From PLF To <br /> 1- 4 3 0.00 0.28 0.28 �1 COMPRESSION Chords are assumed to be be marked on truss. Shim or wedge if TC Vert L+D -90 0- 0- 0 -90 1-11- 4 <br /> continuously braced unless noted otherwise. necessary to achieve full beazing. TC Vert L+D -90 1-11- 9 -90 6- 0- 0 <br /> WndLod per ASCE 7-98, b5�'RS, V= 90mph, ----MAX. REACTIONS PER 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 HSet Vert Horiz Uplift Y Type --------GLOBAL 2�X DEFLECTIONS--------- <br /> Bld Type= encl L= 6.0 ft F� 6.0 ft Truss 0- 3-10 1 457 673 -81 B Pin LL TL <br /> in END zone, TCDIr 6.0 psf, SCDIr 6.0 psf 5-11- 4 1 152 -673 -44 T Pin in./Aatio in./Ratio Jnt(s) . <br /> AMB = 1.15 5-11- 4 1 99 0 0 B H Aoll L.Cant. 0.00/999 -0.01/999 2-1 <br /> PROVIDE UPLIFT CONNECTION PER SCHEDULE I.Span -0.03/999 -0.09/692 4-1 <br /> PAOVIDE HORIZONTAL CONNECTION PEA SCHEDULE Horiz. 0.00 0.00 NA <br /> i-ii-a a-o-iz <br /> 1 2 3 <br /> 6.00 <br /> C/L:5-11-4 <br /> 152#1.50" <br /> 4s6 <br /> C nnection Designed <br /> by Others! <br /> 1-6-14 Sx4 1-�14 <br /> 0-�4 <br /> � <br /> Attach with(2) <br /> � � .120 x 3"'Cce-Nails <br /> d57#7.25" 99#1.50" <br /> L �Q—� V <br /> Ti <br /> 5 � <br /> EXCEPT AS SHOWN PLATES ARE MiTek MT20 Over 3 Supports 5cale=0.6638 <br /> WARNING: Eng Job: WO: 283708 <br /> READ ALL NOTES ON THIS SHEET. A COPY OF THIS DRAWING TO BE GIVEN TO <br /> II2ECTING CONTRACTOR. BRACING WARNING: DWCJ: TI: BZ <br /> Brecingshownonihisdrawingisnoterectiunbracmg,windbrecing,patalbracingorsunilarbracingwhichisaparto(the Dsgnr�SWD Chk• 10/12/2006 <br /> building desigi and which must be cunsidned by the building desi�cr.Bacmg shown is for latenl support ofhuss ' ' <br /> ����� embers onty to reduce buckling laigth.Prwisions must be made to anchor latcrel bracmg at mds ar�d ywified I«ations I,bT DF� 1.15 <br /> delmnined by ilm building designer.Additimal bracing ofthe werell shucnae may be required(See tfl8-91 ofTPIl.For TC Live 35.0 psf • <br /> specifctrussbracingrequirements,contzctbuildingAesiqner.�Tms=Platelnstimte.Tp�is I«aicd aisg3D'Ow(no Plt DF� 1.15 <br /> �d�e.Maa�s���.w�s��,���ssn9t TC Dead 10.0 psf ' <br /> O.C. : 2- 0- 0 <br /> BC Live 0.0 psf TPI-95/IRC-00 <br /> BC Dead 10.0 psf Code: <br /> TOTAL 55.0 sf v5.0.18-4576538 <br /> Design: Matrix Analysis Profile Path: F:\trusjobs\263000\263708\ROOF\B2.prx <br />