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ac-2010-00162_0003.tif Job Truss Truss Type Oty Ply Standard Trusses SLC -II 30SLC -II FINK2 1 1 30' SLC -11 (3112) Job Reference o tional Wick Buildings LLC, Mazomanle, WI, Jeremy Larson 7.22 s F eb 16 2010 MITek Industries, Inc. Fri Apr 23 14:41:43 2010 Page 1 8 -3 -9 21 -8 -7 30 -0-0 - 15 -0 -0 - - - -I 8 -3 -9 6-8-7 6 -8-7 8-3-9 Scale = 1:37. 8x8 = 3 3.00 F12 3x6 3x6 4 2 1 T1 yy W 7x14 MT18H= 7x14 MT18H= 1 W1 1 5 B1 62 ^� 8 7 6 f 5x10 _ 7x10 MT20H= 5x10 = 10 -5 -12 19 -6-4 30-0-0 10 -5 -12 9 -0-8 10 -5 -12 Plate Offsets X Y : [1:0-4-9 [5:0-4-9 LOADING (psf) SPACING 8 -M CSI DEFL in (loc) I /dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.60 6 -8 >567 240 MT20 1971144 TCDL 4.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.79 6 -8 >430 180 MT20H 187/143 BCLL 0.0 Rep Stress NO WB 0.60 Horz(TL) 0.19 5 n/a n/a MT18H 244/190 BCDL 4.0 Code IBC2009/TP12007 (Matrix) Weight: 2341b LUMBER BRACING TOP CHORD 2 X 10 SYP M 23 TOP CHORD 2 -0-0 oc pudins (2 -6 -15 max.). BOT CHORD 2 X 8 SYP M 23 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Brace at Jt(s): 3 REACTIONS (lb /size) 1= 5454/0 -5 -8 (min. 0 -4 -8), 5= 5454/0 -5 -8 (min. 0-4-8) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13837/0,2-3= 12097/0.3-4=-12203/0.4 13925 BOT CHORD 1-8=0112940,7-8=0/9759.6-7=0/9759,5-6= WEBS 2- 8=- 2033/0, 3- 8= 0/2326, 3 -6= 0/2464, 4-6 =- 1994/0 JOINT STRESS INDEX 1= 0.93,2= 0.68,3 = 0.90,4 = 0.67,5= 0.93,6= 0.86,7 =0.93 and 8 =0.81 NOTES (7) 1) This truss has been checked for uniform roof live load only, except as noted. 2) The bottom chord dead load shown is sufficient only to cover the truss weight Itself and does not allow for any additional load to be added to the bottom chord. 3) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect to verify adequacy of top chord dead toad. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) MiTek Truss Plates have been approved by ICC -ES Evaluation Services. ICC -ES Report Numbers: ESR -1988 (MT20 & MT18HS), ESR -1311 (MT20HS) & ESR -1352 (MT16) LOAD CASE(S) Standard r