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Name: ROOF Customer:Chaska Building W0:283708 TI:B4 Qty:2 <br /> TC FORCE AXI. BND CSI TC: 2x 4 SPF #1/#z (N) Analysis based on Simplified Analog Model. -Joint Locations " <br /> 1- 2 -45 0.00 0.14 0.14 BC: 2x 4 SPF #1/#2 (N) MULTIPLE LOADCASES -- This design is the 1) 0- 0- 0 3) 2- 7- 6 <br /> � WG: 2x 4 SPF �1/#2 (N) composite result of multiple loadcases. 2) 2- 7- 6 4) 0- 0- 0 <br /> BC FORCE AXL BND CSI Bottom chord has been loaded with 10 psf This truss is designed to bear on multiple WndLod per ASCE 7-98, bb7FRS, V= 90mph, <br /> 1- 3 3 0.00 0.08 0.08 live load applied non-concurrently. supports. Interior bearing locations should H= 23.0 ft, 2= 1.00, Exp.Cat. C, Kzt= 1.0 <br /> All COMPRESSION Chords aze assumed to be be marked on truss. Shim or wedge if Bld Type= encl � 2.6 ft F� 2.6 ft Truss <br /> continuously braced unless noted otherwise. necessary to achieve full bearing. in END zone, TCDIr 6.0 psf, BCDL= 6.0 psf <br /> RMB = 1.15 ----MAX. RF.ACTZONS PER BEARING LOCATION----- <br /> --------GLOBAL MAX DEFLECTIONS--------- X-Loc BSet Vert Ao=iz Vplift Y Type <br /> LL TL 0- 4-15 1 142 22 -23 B Pin <br /> in./Ratio in./Aatio Jnt(s). 2- 6-10 1 108 17 -27 T Pin <br /> I.Span -0.01/999 -0.01/999 2-1 2- 6-10 1 50 0 0 H H Roll <br /> Horiz. 0.00 0.00 NA PROVIDE UPLIFT CONNECTION PER SCHEDVLE <br /> 2-7-6 <br /> r' <br /> � <br /> 1 2 <br /> 4.2J <br /> C/L,:2-6-10 <br /> 108#1.50" <br /> � � <br /> 1�ttach with(2) <br /> 0 x 3"Toe-Nails <br /> 1-6-5 SX� � 1-6-5 <br /> 0-�4 <br /> � <br /> Attach with(2) <br /> � � .120 x 3"Toe-Nails <br /> 142#9.88" 50#1.50" <br /> � 2_7_6 <br /> 7 <br /> 4 3 <br /> EXCEPT AS SHOWN PLATES ARE MiTek MT20 Over 3 Supports Scale=0.6961 <br /> WARNING: Eng Job: WO: 283706 <br /> READ ALL NOTES ON THIS SHEET. A COPY OF THIS DRAWING TO BE GIVEN TO <br /> ERECTING CONTRACTOR. BRACING WARNING: DWCJ: T I: B4 <br /> Bracingshowrionthisdrawingisnaertttionbracmgwindbracing,patalbracingorsimilarbacingwhichisapartofthe Dsgnr�SWD Chk• 10/12/2006 <br /> building design ar�d which mustbe considaed by the building desi�a.Bracmg shown is for laterel support ofGuss ' ' <br /> ����� embers only to reduce bucklmg Irngth.Prwisions must be made to anchor lateral bracmg at rnds ar�d sp«ified locationa 7�r DF� 1.15 <br /> detmnined by 1he building designa.Additional brncing of Ne a�erall sirucnae may be required.(See FQB-91 of 7PI)For TC Live 35.0 psf • <br /> sPe��e�m,ss n�dne requvem«�r�.���«b��ia��,R an�g�R rrN,s ai�e��n�mie,rP�„i�a�a a�sss�o�or o Pl t DF: 1.15 <br /> ����e,Maa�Sa�.w�o�:��sa�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 v5.0.18-4576532 <br /> Design: Matrix Analysis Profile Path: F:\trusjobs\283000\283708\ROOF\B4.prx <br />