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Name: ROOF Customer:Chaska Building W0:283708 TI:B Qty:9 <br /> TC FORCE AXL BND CSI TC: 2x 4 SPF �1/#2 (N) Bottom chord has been loaded with 10 psf Joint Locations - � <br /> 1-•2 -363 0.00 0.14 0.15 BC: 2x 4 SPF �1/#2 (N) live load applied non-concurrently. 1) 0- 0- 0 4) 6- 0- 0 7) 0- 0- 0 <br /> 2- 3 -314 0.00 0.24 0.24 �� Zx 3 SPF STUD (N) All COMPRESSION Chords are assumed to be 2) 2- 4- 0 5) 4- 4- 0 <br /> 2x 4 SPF �1/#2 (N) 0-0 continuously braced unless noted otherwise. 3) 6- 0- 0 6) 2- 4- 0 <br /> BC FOACE AXL BND CSI Zx 4 SPF STUD (N) 0-0 Bracing Schedule: ----MAX. REACTIONS PER BEARING LOCATION----- <br /> 7- 6 295 0.07 0.12 0.19 �' Zx 4 SPF #1/�2 (N) Chords Max O.C. From To X-Loc BSet Vert Horiz Uplift Y Type <br /> MUI.TIPLE LOADCASES -- This design is the BC 72.0" 2- 4- 0 4- 4- 0 0- 3-10 1 339 113 -69 S Pin <br /> 6- 5 393 0.10 0.03 0.12 composite result of multiple loadcases. Bracing shown is for visual purposes only. 5-11- 4 1 321 0 -112 B H Roll <br /> 5- 4 -21 0.00 0.05 0.05 gight End vertical designed for wind. --------GLOBAL 2�il{ DEFLECTIONS--------- PROVIDE UPLIFT CONNECTION PEA SCHEDULE <br /> WndLod per ASCE 7-98, hS7FRS, V= 90mph, LL TL <br /> Web FORCE Web FORCE H= 23.0 ft, I= 1.00, Exp.Cat. C, Kzt= 1.0 in./Ratio in./Ratio Jnt(s). <br /> 6- 2 -223 5- 3 320 Bld Type= part I.= 6.0 ft F� 6.0 ft Truss I.Span -0.02/999 -0.04/999 3-2 <br /> 2- 5 -102 4- 3 -287 in END zone, TCDL= 6.0 psf, SCDL= 6.0 psf Horiz. 0.00 -0.01 NA <br /> RMB = 1.15 <br /> 6-0-� <br /> 1 2 3 <br /> 6.00 <br /> � 3x4 � <br /> 2 3 4 <br /> 3x4 <br /> 3-7-4 <br /> 6 1.5x4 <br /> Sx4 <br /> � -40 1-40 <br /> 0-7-4 � <br /> � � <br /> �6Xs� � <br /> z-o-o <br /> �� <br /> � � <br /> 339#7.25" 321#1.50" <br /> � 2-40 2-0-0 ,, 1-8-0 ,, <br /> �� <br /> 7 6 5 �1 <br /> � 6-0-0 ,, <br /> � <br /> COSMETIC PLATES (4)1.5x4 <br /> EXCEPT AS SHOWN PLATES ARE MiTek MT20 Scalc=0.4375 <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: B <br /> Hncingshownonthisdrawingisnotcrmtionbracmgwindbacing,portal6acingorsvnilarbacingwhichisapartofNe Dsgnr•SWD Chk• 10/12/2006 <br /> building design and which must be considcred by�he bu0ding designrr.Bacrtmg shown is fa lateal support oftruss ' ' <br /> ����� anbers onty to reduce bucklmg Irngth.Pra��isiuns muct be madc to anchor larnal bracmg at mds and specified locations LbT DF' 1.15 <br /> dnertninedbythebuildmgde�igner.Additiaialbracmgofrhewerellswctwemayberequired.(SeeI-➢B-9loerep.Fa TC Live 35.0 psf • <br /> specifctrussbacingrequiremm6,conizctbuildingdesigner.�TrussYlatelnstiWte,TPI is localed al5g3D'Onofno .j.0 Dead 10.0 Sf Plt DF' 1.15 <br /> Drrve Rfadism.Wiscrosin 53't91. p <br /> �.G'. : 2- 0- � <br /> BC Live 0.0 psf TPI-95/IRC-00 <br /> BC Dead 10.0 psf Code: <br /> TOTAL 55.0 sf v5.0.18-4576597 <br /> Design: Matiix Analysis Profile Path: F:\trusjobs\283000\283706\ROOF\B.prx <br />