Loading...
HomeMy WebLinkAbout18110034 Truss PlansRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35205000 thru I35205086 My license renewal date for the state of Indiana is July 31, 2020. B18803203 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 11 Gray Oaks 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 6,2018 Liu, Xuegang Job B18803203 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205000 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:51 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ppe_EO5FnblVIdABLTDU0qO3yTSt8OWpSixegiyMERo Scale = 1:20.4 1 2 3 5 4 2x4 4x6 2x4 4x6 1-4-5 1-4-5 -2-2-13 2-2-13 1-4-5 1-4-5 2-6-10 3-4-15 3-1-7 0-3-8 3-4-15 7.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803203 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205001 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:51 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ppe_EO5FnblVIdABLTDU0qOxlTNF8LZpSixegiyMERo Scale = 1:39.3 1 2 3 5 4 6 7 8 9 10 11 12 13 3x4 8x8 3x4 4x6 8-4-6 8-4-6 -2-2-13 2-2-13 8-4-6 8-4-6 1-5-8 6-8-13 6-5-5 0-3-8 6-8-13 7.57 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803203 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205002 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:52 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-H0CMSj6tYvuMvnlOvAkjZ1xE6tmwtsZzgMgCD8yMERn Scale = 1:29.8 1 2 3 4 5 10 11 12 13 2x4 3x12 4x6 2x4 6-2-7 6-2-7 -2-2-13 2-2-13 6-2-7 6-2-7 1-0-11 4-11-10 4-8-2 0-3-8 4-11-10 7.57 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803203 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205003 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:53 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-lCmkf37WJD0DXxKaTuFy6FUM?H5ucEt6v0QllbyMERm Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x6 3x6 4x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18803203 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205004 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:55 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ibtU4l8mqqGwmFTyaJHQBgZe84fb43oPMKvsqTyMERk Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 12 29 28 27 26 25 24 23 22 21 20 19 1817 16 15 14 13 58 59 3x6 4x6 8x8 3x6 3x6 3x8 4x6 4x8 4x8 3x6 4x6 3x4 3x6 3x8 3x4 3x6 9-0-7 9-0-7 13-9-4 4-8-13 13-11-0 0-1-12 19-0-8 5-1-8 23-9-5 4-8-13 32-9-12 9-0-7 -1-2-8 1-2-8 3-6-0 Job B18803203 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205005 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:56 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-AnRtH59Ob8OnOP2980pfjt6uPU68pdqZb_ePMwyMERj Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -1-2-8 Job B18803203 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205006 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:57 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ez?FVRA0MRWe0YdLikKuG5e__uQ1Y2yiqeOzuMyMERi Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 3x8 4x6 3x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -1-2-8 Job B18803203 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205007 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:58 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-69ZdinAe7leVdiCXFRr7pIBEMIpVHa2r3I7WQoyMERh Scale = 1:14.8 1 2 5 3 3x4 4 3x6 0-8-15 0-8-15 -1-2-8 1-2-8 0-8-15 0-8-15 1-5-8 2-3-15 1-8-13 2-3-15 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.14 0.00 Job B18803203 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205008 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:18:59 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-aM7?w7BHu3mMFsnkp8MMLWkOVh8d01I?Hyt3zEyMERg Scale = 1:22.5 1 2 5 3 4 3x4 3x6 2-0-6 2-0-6 -1-2-8 1-2-8 2-0-6 2-0-6 1-5-8 3-9-15 3-2-13 3-9-15 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.21 Job B18803203 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205009 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:00 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-2YhN7SCvfMuDt0MwNstbujGVv5SzlUY8WccdVhyMERf Scale = 1:30.0 1 2 5 3 4 3x6 3x6 3-3-13 3-3-13 -1-2-8 1-2-8 3-3-13 3-3-13 1-5-8 5-3-15 4-8-13 5-3-15 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.33 Job B18803203 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205010 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:02 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-_xo8Y8D9B_8x6KWJUHv3z8MtLv7MDN2Rzw5kZZyMERd Scale = 1:30.4 1 2 5 3 4 3x8 5-8-15 5-8-15 -1-2-8 1-2-8 5-8-15 5-8-15 0-10-14 5-2-9 4-9-1 5-2-9 9.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.33 Job B18803203 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205011 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:02 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-_xo8Y8D9B_8x6KWJUHv3z8MyYvBSDN2Rzw5kZZyMERd Scale = 1:17.5 1 2 5 3 4 2x4 3x4 2-7-10 2-7-10 -1-2-8 1-2-8 2-7-10 2-7-10 0-10-14 2-10-9 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.07 0.00 DEFL. Job B18803203 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205012 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:03 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-T7MWmUEnyHGokT5V2_RIWMu6_IXeyqHaCarH60yMERc Scale = 1:15.0 1 2 5 3 2x4 4 3x6 0-10-6 0-10-6 -1-2-8 1-2-8 0-10-6 0-10-6 1-0-11 2-0-12 1-5-10 2-0-12 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.07 0.00 Job B18803203 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205013 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:03 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-T7MWmUEnyHGokT5V2_RIWMu5CIXoyqHaCarH60yMERc Scale = 1:22.6 1 2 5 3 4 3x4 3x6 2-1-12 2-1-12 -1-2-8 1-2-8 2-1-12 2-1-12 1-0-11 3-6-12 2-11-10 3-6-12 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.13 Job B18803203 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205014 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:04 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xJwuzqFPjbOfLdfhciyX2ZRGyit1hHXkREaqeSyMERb Scale = 1:22.6 1 2 5 3 4 3x4 3x6 2-1-12 2-1-12 -1-2-8 1-2-8 2-1-12 2-1-12 1-0-11 3-6-12 2-11-10 3-6-12 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.13 Job B18803203 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205015 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:04 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xJwuzqFPjbOfLdfhciyX2ZRHkitthHXkREaqeSyMERb Scale = 1:15.0 1 2 5 3 2x4 4 3x6 0-10-6 0-10-6 -1-2-8 1-2-8 0-10-6 0-10-6 1-0-11 2-0-12 1-5-10 2-0-12 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.07 0.00 Job B18803203 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205016 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:05 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PWUGAAG1UvWWznEtAPTmbnzTh6CgQkntgtKOAuyMERa Scale = 1:21.6 1 2 3 2x4 4 3-11-3 3-11-3 -1-2-8 1-2-8 3-11-3 3-11-3 0-6-0 3-5-6 2-11-14 3-5-6 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.17 0.00 DEFL. Vert(LL) Job B18803203 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205017 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:05 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PWUGAAG1UvWWznEtAPTmbnzTh6CgQkntgtKOAuyMERa Scale = 1:21.6 1 2 3 2x4 4 3-11-3 3-11-3 -1-2-8 1-2-8 3-11-3 3-11-3 0-6-0 3-5-6 2-11-14 3-5-6 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.17 0.00 DEFL. Vert(LL) Job B18803203 Truss M01 Truss Type MONOPITCH Qty 8 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205018 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:06 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ti2fOWHgFCeNbxp4j7_?7_WdsWW19741uX3xiKyMERZ Scale: 1/8"=1' 1 2 3 4 5 6 10 9 8 7 11 12 3x6 3x4 2x4 3x6 3x8 3x4 3x6 4x8 3x4 3x6 11-3-9 3-9-0 3-9-0 8-6-0 4-9-0 13-7-8 5-1-8 -1-2-8 1-2-8 3-9-0 3-9-0 8-6-0 4-9-0 13-7-8 5-1-8 1-5-8 17-4-4 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * Job B18803203 Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205019 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:07 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Luc1bsHI0WmEC5OGHqVEgC3n6wrouaIA7BpUFnyMERY Scale: 1/8"=1' 1 2 3 4 5 9 8 7 6 10 11 3x6 3x4 2x4 3x6 3x8 3x4 3x6 4x8 3x4 3x6 11-3-9 3-9-0 3-9-0 8-6-0 4-9-0 13-7-8 5-1-8 3-9-0 3-9-0 8-6-0 4-9-0 13-7-8 5-1-8 1-5-8 17-4-4 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B18803203 Truss M03 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205020 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:07 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Luc1bsHI0WmEC5OGHqVEgC3pywvBudCA7BpUFnyMERY Scale = 1:20.7 1 2 3 5 4 2x4 2x4 3x6 3x4 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 2-0-0 3-6-0 3-2-8 0-3-8 3-6-0 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803203 Truss M04 Truss Type MONOPITCH Qty 18 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205021 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:08 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-p5APpCIwmpv4qFzSrX0TDPbwhJBnd4dKMrY2nDyMERX Scale = 1:56.7 1 2 3 4 6 5 2x4 3x6 4x6 3x6 5x6 7-2-0 7-2-0 -1-2-8 1-2-8 2-3-0 2-3-0 7-2-0 4-11-0 1-5-8 9-9-14 9-6-6 0-3-8 9-9-14 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18803203 Truss M05 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205022 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:09 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-HHjn0XJYX71xSOYfPFXild825jVKMYnTbVIbJfyMERW Scale = 1:39.9 1 2 3 4 5 10 3x6 4x10 3x4 4x6 7-10-11 7-10-11 -1-2-8 1-2-8 7-10-11 7-10-11 0-10-14 6-9-14 9.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.63 Job B18803203 Truss M06 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205023 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:09 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-HHjn0XJYX71xSOYfPFXild831jV6MWeTbVIbJfyMERW Scale = 1:47.2 1 2 3 5 4 2x4 2x4 3x6 4x6 -1-2-8 1-2-8 6-0-0 6-0-0 1-0-11 8-0-11 7-9-3 0-3-8 8-0-11 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.39 Job B18803203 Truss M07 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205024 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:10 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-lTH9EtKAIR9o3Y7ryy3xIqhHB7uY5?0cp919r6yMERV Scale = 1:30.5 1 2 3 4 3x4 4x6 3x6 6-0-14 6-0-14 -1-2-8 1-2-8 6-0-14 6-0-14 0-6-0 5-0-10 4-9-2 0-3-8 5-0-11 9.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S Job B18803203 Truss PB01 Truss Type GABLE Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205025 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:10 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-lTH9EtKAIR9o3Y7ryy3xIqhLu7w?5?Kcp919r6yMERV Scale = 1:42.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 23-10-7 23-10-7 16-8-12 16-8-12 23-10-7 7-1-11 0-4-10 5-0-7 5-4-4 0-1-8 0-4-10 0-1-8 5-0-7 9.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 Job B18803203 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205026 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:11 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-EgrYRDKo3kHfhii1WgaAq2DRwXDdqPpm2pniOYyMERU Scale = 1:50.3 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x8 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 23-10-7 23-10-7 23-10-7 23-10-7 0-4-10 7-4-7 7-8-4 0-1-8 0-4-10 0-1-8 7-4-7 9.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-4-0,0-1-6], [5:0-4-0,0-1-6], [7:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18803203 Truss PB03 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205027 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:12 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-isPweZLQq2PWJsHE4N5PNFmgOxbOZsPvHTWFw_yMERT Scale = 1:54.6 1 2 3 4 5 6 7 8 9 15 16 14 13 12 11 17 10 4x6 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-10-7 23-10-7 11-11-4 11-11-4 23-10-7 11-11-4 0-4-10 8-9-15 8-11-7 0-1-8 0-4-10 0-1-8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job B18803203 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205028 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:13 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-A2zIsvM3bMXNw0rQe5cewTJq5KvkIJH3V7GpSQyMERS Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 15 16 14 13 12 11 10 17 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-10-7 23-10-7 14-4-0 14-4-0 23-10-7 9-6-8 0-4-10 6-10-1 7-1-14 0-1-8 0-4-10 0-1-8 6-10-1 9.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-4-0,0-1-6], [6:0-4-0,0-1-6], [8:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803203 Truss PB05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205029 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:13 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-A2zIsvM3bMXNw0rQe5cewTJqJKwQILo3V7GpSQyMERS Scale = 1:42.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 23-10-7 23-10-7 17-5-5 17-5-5 23-10-7 6-5-2 0-4-10 4-6-1 4-9-14 0-1-8 0-4-10 0-1-8 4-6-1 9.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 Job B18803203 Truss PB06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205030 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:14 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-eEXg3FNhMffEYAQcBo7tSgr0zkHj1oyCkn?M_tyMERR Scale = 1:42.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x8 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 3x4 2x4 23-10-7 23-10-7 20-6-10 20-6-10 23-10-7 3-3-13 0-4-10 2-2-1 2-5-14 0-1-8 0-4-10 0-1-8 2-2-1 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [9:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 Job B18803203 Truss PB07 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205031 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:15 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-6R52HbOJ7zn5AJ?olVe6?uOA?8cjmEUMzRlwXJyMERQ Scale = 1:53.2 1 2 3 4 5 6 7 10 11 9 8 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-8-15 14-8-15 7-4-7 7-4-7 14-8-15 7-4-7 0-5-10 8-7-3 0-1-8 0-5-10 0-1-8 14.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:Edge,0-1-14], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803203 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205032 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:16 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-adfRUxOxuHvynTa?JD9LX5xNvY_GVjDVC5UT3lyMERP Scale = 1:12.7 1 2 3 4 5 6 8 7 5x6 5x6 2x4 2x4 2x4 2x4 5-4-11 5-4-11 5-4-11 5-4-11 0-5-10 1-10-2 2-0-0 0-1-8 0-5-10 0-1-8 1-8-10 14.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803203 Truss PB09 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205033 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:16 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-adfRUxOxuHvynTa?JD9LX5xNaY_uVjDVC5UT3lyMERP Scale = 1:21.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-4-11 5-4-11 2-8-5 2-8-5 5-4-11 2-8-5 0-5-10 3-1-12 0-1-8 0-5-10 0-1-8 14.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803203 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205034 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:17 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-2pCpiHPZfa1pPd9Btwha4JTZzyKPE7PeQlE0bCyMERO Scale = 1:53.2 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-8-15 14-8-15 7-4-7 7-4-7 14-8-15 7-4-7 0-5-10 8-7-3 0-1-8 0-5-10 0-1-8 14.00 12 Job B18803203 Truss T01 Truss Type Common Qty 3 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205035 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:18 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-W0mBvcQBQu9g1nkNQeCpcW0fhLRezYYofPza8eyMERN Scale = 1:55.3 1 2 3 4 5 6 7 9 8 4x6 5x6 3x8 3x8 2x4 2x4 5x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 23-1-8 1-2-8 0-6-0 8-8-10 0-6-0 9.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [6:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 Job B18803203 Truss T02 Truss Type Common Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205036 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:19 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?CKZ6yRpBCHXexJa_Lj29kZlulrwivUxu3j7g4yMERM Scale = 1:78.0 1 2 3 4 5 6 7 8 9 13 12 14 15 11 16 17 10 3x6 4x6 3x6 3x6 3x8 4x6 4x6 3x4 4x6 4x6 3x4 9-8-4 9-8-4 19-4-8 9-8-4 -1-2-8 1-2-8 4-0-0 4-0-0 9-8-4 5-8-4 15-4-8 5-8-4 19-4-8 4-0-0 20-7-0 1-2-8 1-5-8 12-9-2 1-5-8 14.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL Job B18803203 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205037 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:20 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-TOuxKIRSyVPNG5umY3EHix5tB96NRJf56jShCXyMERL Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 3x6 6x6 4x6 3x6 3x6 3x6 4x6 3x6 3x6 3x8 4x6 3x4 3x8 3x8 3x4 3x8 9-0-7 9-0-7 13-9-4 4-8-13 23-9-5 10-0-1 32-9-12 9-0-7 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-7 5-6-7 16-4-14 7-4-7 Job B18803203 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205038 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:21 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xbSKXeS4jpXEuETy6mlWE9e2yZWtAmIELNCEkzyMERK Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 14 13 12 20 21 22 15 23 3x6 6x6 4x6 3x6 3x6 3x6 4x6 3x6 3x6 3x8 4x6 3x4 3x8 3x8 3x4 3x6 9-0-7 9-0-7 13-9-4 4-8-13 15-7-8 1-10-4 23-9-5 8-1-13 32-9-12 9-0-7 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-7 Job B18803203 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205039 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:22 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Pn0il_TiT7f5WO29fUGlnMBChzs6uDWNa1xnHPyMERJ Scale = 1:71.9 1 2 3 4 5 6 7 8 9 17 16 15 14 12 11 10 18 19 20 13 21 3x6 6x6 4x6 2x4 3x6 3x6 4x6 3x6 3x6 3x8 4x6 3x4 3x8 3x6 3x8 9-0-7 9-0-7 13-9-4 4-8-13 15-7-8 1-10-4 23-9-5 8-1-13 32-9-12 9-0-7 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-7 5-6-7 16-4-14 7-4-7 Job B18803203 Truss T06 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205040 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:23 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tza4yKUKEQoy7YcLDBo_JajNRM81dgVXphhLpryMERI Scale = 1:71.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x6 6x6 4x6 2x4 3x6 3x6 4x6 3x6 3x6 3x8 4x6 3x4 3x8 3x8 3x6 9-0-7 9-0-7 13-9-4 4-8-13 23-9-5 10-0-1 32-7-8 8-10-3 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-7 5-6-7 16-4-14 7-4-7 23-9-5 7-4-7 29-3-12 5-6-7 Job B18803203 Truss T07 Truss Type MONOPITCH Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205041 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:24 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-LA7SAgVy?kwpliBXnuJDsnGiPmfmMGZg1LQuLIyMERH Scale = 1:93.6 1 2 3 4 56 10 9 8 7 11 12 3x6 5x6 2x4 3x6 3x8 3x4 3x6 4x8 2x4 3x4 3x6 11-3-9 3-9-0 3-9-0 8-6-0 4-9-0 13-7-8 5-1-8 3-9-0 3-9-0 8-6-0 4-9-0 12-11-13 4-5-13 13-7-8 0-7-11 1-5-8 16-5-7 16-7-5 16-5-7 14.00 12 Plate Offsets (X,Y)-- [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803203 Truss T08 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205042 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:25 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-pMhqN0Vam22gNsmjLcqSP?oqaAyz5kpqG?ARtkyMERG Scale = 1:85.3 1 2 3 4 5 8 7 6 9 10 11 3x6 6x6 2x4 2x4 4x6 3x6 2x4 4x6 3x8 4x6 11-3-9 5-11-15 5-11-15 11-8-6 5-8-7 13-7-8 1-11-2 5-11-15 5-11-15 11-8-6 5-8-7 13-7-8 1-11-2 1-5-8 14-11-7 15-1-5 14-11-7 14.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B18803203 Truss T09 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205043 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:25 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-pMhqN0Vam22gNsmjLcqSP?oiPAxG5iPqG?ARtkyMERG Scale = 1:76.8 1 2 3 4 5 8 9 10 7 6 3x6 6x6 2x4 4x6 4x8 3x4 3x4 4x8 10-4-15 10-4-15 13-7-8 3-2-9 4-10-0 4-10-0 10-4-15 5-6-15 13-7-8 3-2-9 1-5-8 13-5-7 13-7-5 13-5-7 14.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18803203 Truss T10 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205044 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:27 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-mlpbohXrIfIOc9w6S1swUQuAI_gaZb97jJfYydyMERE Scale = 1:99.7 1 2 3 4 5 6 12 11 10 9 8 7 3x6 5x12 2x4 2x4 3x6 2x4 3x4 4x8 5x8 5x12 3x6 4x8 5-4-0 5-4-0 5-7-8 0-3-8 7-2-0 1-6-8 13-7-8 6-5-8 5-7-8 5-7-8 7-2-0 1-6-8 10-9-8 3-7-8 13-7-8 2-10-0 2-6-10 15-1-12 10-8-15 1-1-2 1-10-14 1-10-14 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [5:Edge,0-2-8], [10:0-5-8,0-2-12] Job B18803203 Truss T11 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205045 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:28 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ExNz?1YT3zQFEJVI0kN90dQDMNsYIycGyyO6U3yMERD Scale = 1:76.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 3x4 6x8 3x6 5x8 3x6 3x4 3x6 2x4 3x8 3x4 4x8 5x6 8x8 3x4 5x6 3x6 10-9-8 10-9-8 18-9-9 8-0-1 26-7-15 7-10-5 34-8-0 8-0-1 37-3-0 2-7-0 5-6-8 5-6-8 10-9-8 5-3-0 18-9-9 8-0-1 26-7-15 7-10-5 34-8-0 8-0-1 Job B18803203 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205046 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:30 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-AJVjQjZjbagzTdfh79Qd62WacBZ_mrcZQGtCZxyMERB Scale = 1:95.0 1 2 3 4 5 6 7 8 9 10 13 11 12 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 15 3x4 6x8 4x6 6x8 6x6 5x6 6x6 5x12 3x6 3x6 4x6 4x8 2x4 4x6 4x6 3x6 5x8 6x6 4x8 5x8 4x6 3x6 3x6 10-9-8 10-9-8 18-9-9 8-0-1 26-7-15 7-10-5 Job B18803203 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205047 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:31 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-eW35e3aLMuoq5nEthtxseG2mTbxLVJuiewdm5OyMERA Scale = 1:101.9 1 23 4 5 6 7 8 9 10 11 12 13 16 14 15 29 28 27 26 25 24 23 22 21 20 19 40 41 42 43 44 45 46 47 48 18 4x6 6x8 4x6 6x8 6x6 5x6 6x6 5x12 8x10 4x6 3x8 MT18HS 4x6 2x4 3x6 3x8 2x4 4x6 5x6 3x6 5x8 6x6 5x8 3x6 4x6 3x8 7-6-8 7-6-8 14-9-8 7-3-0 22-9-9 Job B18803203 Truss T14 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205048 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:32 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-6icUrPbz7Bwgixo4FaS5BTbyU?DzEjzstaMJdqyMER9 Scale = 1:86.5 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 4x6 6x8 4x6 6x8 6x6 3x4 8x10 4x6 3x6 4x6 2x4 3x6 4x8 2x4 4x6 4x8 3x6 4x8 3x6 7-6-8 7-6-8 14-9-8 7-3-0 22-9-9 8-0-1 30-7-15 7-10-5 38-8-0 8-0-1 47-3-0 8-7-0 -1-2-8 1-2-8 Job B18803203 Truss T15 Truss Type Hip Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205049 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:33 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-auAs2lcbuV2XK4NGpHzKjh85SObUzAF?6E6t9GyMER8 Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 26 27 28 29 14 13 31 30 32 4x6 6x8 4x6 6x8 6x6 3x4 8x10 4x6 3x8 4x6 2x4 3x6 4x8 2x4 4x6 4x8 3x6 4x8 3x6 3x6 7-7-12 7-7-12 15-0-0 7-4-4 22-10-7 7-10-7 30-7-1 7-8-11 38-5-8 7-10-7 47-3-0 8-9-8 -1-2-8 1-2-8 7-7-12 7-7-12 Job B18803203 Truss T16 Truss Type COMMON Qty 3 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205050 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:34 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-25kEG5cEfpAOyEySM?UZGugOro12inA8KusQijyMER7 Scale = 1:65.8 1 2 3 4 5 6 9 8 7 3x4 4x6 3x8 4x6 4x6 3x6 3x4 3x6 7-11-8 7-11-8 15-11-0 7-11-8 3-0-0 3-0-0 7-11-8 4-11-8 12-11-0 4-11-8 15-11-0 3-0-0 17-1-8 1-2-8 1-5-8 10-8-15 1-5-8 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B18803203 Truss T17 Truss Type Common Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205051 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:36 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?Ts_hmeUAQQ6BY6rUQW1LJmjzcipAgbRoCLXmbyMER5 Scale = 1:72.4 1 2 3 4 5 6 9 8 7 3x4 4x6 3x8 3x4 3x4 3x6 3x4 3x6 7-11-8 7-11-8 15-11-0 7-11-8 2-7-0 2-7-0 7-11-8 5-4-8 13-4-0 5-4-8 15-11-0 2-7-0 17-1-8 1-2-8 2-6-10 11-10-1 2-6-10 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job B18803203 Truss T18 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205052 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:37 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-TgQNu6f6xkYzpih1272GuXIuP0?gv_mb1s44J1yMER4 Scale = 1:72.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6x6 6x6 4x6 2x4 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x4 2-1-2 2-1-2 7-9-2 5-8-0 13-7-8 5-10-6 21-7-0 7-11-8 -1-2-8 1-2-8 2-1-2 2-1-2 7-9-2 5-8-0 13-7-8 5-10-6 19-0-0 5-4-8 21-7-0 2-7-0 22-9-8 1-2-8 2-6-10 4-10-2 11-10-1 Job B18803203 Truss T19 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205053 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:37 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-TgQNu6f6xkYzpih1272GuXIv_0zUv?Pb1s44J1yMER4 Scale = 1:72.4 1 2 3 4 5 6 7 8 13 12 11 10 14 15 9 4x6 5x6 4x6 2x4 3x8 3x6 3x8 3x6 3x6 3x6 3x4 3-4-9 3-4-9 13-7-8 10-2-15 21-7-0 7-11-8 -1-2-8 1-2-8 3-4-9 3-4-9 9-0-9 5-8-0 13-7-8 4-6-15 19-0-0 5-4-8 21-7-0 2-7-0 22-9-8 1-2-8 2-6-10 6-4-2 11-10-1 2-6-10 6-4-2 Job B18803203 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205054 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:38 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xs_l6Sfki1gqQsGDbrZVQkr3oPK7eUkkFWqdrUyMER3 Scale = 1:72.4 1 2 3 4 5 6 7 8 13 12 11 10 14 9 6x6 6x6 4x6 2x4 3x8 3x8 4x8 3x6 4x6 3x6 3x4 4-8-0 4-8-0 13-7-8 8-11-8 21-7-0 7-11-8 -1-2-8 1-2-8 4-8-0 4-8-0 10-4-0 5-8-0 13-7-8 3-3-8 19-0-0 5-4-8 21-7-0 2-7-0 22-9-8 1-2-8 2-6-10 7-10-2 11-10-1 2-6-10 7-10-2 Job B18803203 Truss T21 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205055 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:39 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-P2X7JogMTLph2?rQ9Y4kzyOB7phENx6uUAZBNwyMER2 Scale = 1:71.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 6x6 6x6 4x6 2x4 3x8 3x6 3x8 3x6 5x8 3x6 3x4 5-11-7 5-11-7 13-7-8 7-8-1 21-7-0 7-11-8 -1-2-8 1-2-8 5-11-7 5-11-7 11-7-7 5-8-0 13-7-8 2-0-1 19-0-0 5-4-8 21-7-0 2-7-0 22-9-8 1-2-8 2-6-10 9-4-2 11-10-1 2-6-10 Job B18803203 Truss T22 Truss Type Hip Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205056 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:39 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-P2X7JogMTLph2?rQ9Y4kzyOBuph?NvhuUAZBNwyMER2 Scale = 1:62.1 1 2 3 4 5 6 7 12 11 10 9 8 6x6 6x6 2x4 3x6 3x8 3x6 3x6 3x6 3x4 3x6 3x6 7-2-14 7-2-14 14-4-2 7-1-5 21-7-0 7-2-14 -1-2-8 1-2-8 3-0-0 3-0-0 7-2-14 4-2-14 14-4-2 7-1-5 18-7-0 4-2-14 21-7-0 3-0-0 2-6-10 10-10-2 11-0-0 2-6-10 10-10-2 14.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) Job B18803203 Truss T23 Truss Type Hip Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205057 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:40 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tF5VW8h_EfxYg9QcjGbzW9wMzD2g6NY1jqJkvMyMER1 Scale = 1:73.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 6x6 6x6 2x4 3x6 3x8 3x6 3x6 3x6 3x4 3x8 3x8 8-6-5 8-6-5 13-0-11 4-6-7 21-7-0 8-6-5 -1-2-8 1-2-8 3-0-0 3-0-0 8-6-5 5-6-5 13-0-11 4-6-7 18-7-0 5-6-5 21-7-0 3-0-0 2-6-10 12-4-2 12-6-0 2-6-10 12-4-2 14.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] Job B18803203 Truss T24 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205058 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:41 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-LRftkUid?y3PHJ_oHz6C2NTY3dOurquAxU2ISpyMER0 Scale = 1:70.8 1 2 3 4 5 6 7 12 11 10 9 13 14 15 16 17 8 4x6 8x8 2x4 3x6 3x8 3x6 3x6 3x6 3x4 3x6 3x6 8-1-3 8-1-3 13-5-13 5-4-11 21-7-0 8-1-3 -1-2-8 1-2-8 3-0-0 3-0-0 8-1-3 5-1-3 13-5-13 5-4-11 18-7-0 5-1-3 21-7-0 3-0-0 2-6-10 12-0-0 2-6-10 12-0-0 14.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL Job B18803203 Truss T25 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205059 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:42 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-pdDGxqiFmGBGvTZ?qgdRba0dY1kuaHNKA8or_FyMER? Scale = 1:70.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 4x6 8x8 5x8 3x6 3x8 3x6 3x6 3x6 3x4 3x6 6x8 3x6 8-1-3 8-1-3 13-5-13 5-4-11 21-6-8 8-0-11 -1-2-8 1-2-8 3-0-0 3-0-0 8-1-3 5-1-3 13-5-13 5-4-11 18-7-0 5-1-3 21-6-8 2-11-8 2-6-10 12-0-0 2-7-4 1-1-2 12-0-0 Job B18803203 Truss T26 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205060 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:42 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-pdDGxqiFmGBGvTZ?qgdRba0hJ1pHaMBKA8or_FyMER? Scale = 1:51.9 1 2 3 4 7 6 5 5x6 3x4 2x4 4x6 6x8 6x6 5-10-9 5-10-9 7-2-0 1-3-7 -1-2-8 1-2-8 5-10-9 5-10-9 7-2-0 1-3-7 1-5-8 8-2-0 8-3-14 7-10-8 0-3-8 8-2-0 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B18803203 Truss T27 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205061 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:43 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Iqne99jtXaJ7Xd8BOO8g7oYwyQAXJuETPoXOWhyMER_ Scale = 1:39.4 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 3x6 3x4 4-8-9 4-8-9 6-0-0 1-3-7 -1-2-8 1-2-8 4-8-9 4-8-9 6-0-0 1-3-7 1-0-11 6-4-12 6-6-10 6-1-4 0-3-8 6-4-12 14.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803203 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205062 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:44 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-m0L0MVkVItR_8njNy5gvg?5yRqQw28LdeSHy17yMEQz Scale = 1:78.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x8 7x16 MT18HS 3x6 6x10 3x12 4x8 3x6 6x8 6x6 2x4 8x8 4x6 8x8 10x10 3x12 6x6 4x8 5-6-8 5-6-8 10-9-8 5-3-0 18-9-9 8-0-1 26-7-15 7-10-5 34-8-0 8-0-1 37-3-0 2-7-0 5-6-8 5-6-8 10-9-8 5-3-0 18-9-9 Job B18803203 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205062 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:44 2018 Page 2 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-m0L0MVkVItR_8njNy5gvg?5yRqQw28LdeSHy17yMEQz NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 610 lb down and 380 lb up at 0-5-8, 603 lb down and 385 lb up at 2-5-8, 603 lb down and 385 lb up at 4-5-8, 568 lb down and 385 lb up at 6-5-8, 589 lb down and 385 lb up at 8-5-8, 596 lb down and 385 lb up at 10-5-8, 563 lb down and 385 lb up at 12-5-8, 563 lb down and 385 lb up at 14-5-8, 594 lb down and 384 lb up at 16-5-8, 607 lb down and 384 lb up at 18-5-8, 607 lb down and 384 lb up at 20-5-8, 568 lb down and 384 lb up at 22-5-8, 567 lb down and 384 lb up at 24-5-8, 586 lb down and 384 lb up at 26-5-8, 605 lb down and 354 lb up at 28-5-8, 566 lb down and 290 lb up at 30-5-8, 531 lb down and 231 lb up at 32-5-8, and 159 lb down and 327 lb up at 34-5-8, and 163 lb down and 325 lb up at 36-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-8=-60, 16-17=-20, 16-22=-60, 15-22=-20, 15-26=-60, 26-30=-20, 11-30=-60, 11-34=-20, 10-34=-60, 9-10=-20 Concentrated Loads (lb) Vert: 11=-586(F) 10=-159(F) 18=-610(F) 19=-603(F) 20=-603(F) 21=-568(F) 22=-589(F) 23=-596(F) 24=-563(F) 25=-563(F) 27=-594(F) 28=-607(F) 29=-607(F) 31=-568(F) 32=-567(F) 33=-605(F) 35=-566(F) 36=-531(F) 37=-163(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803203 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205063 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:45 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ECvOarl73BZqmwIZWpB8DDdIpEhznmcms60VaayMEQy Scale: 1/4"=1' 1 2 3 4 5 6 7 8 11 10 9 12 13 14 4x6 4x8 3x6 4x6 3x8 2x4 3x6 2x4 3x8 10-0-14 10-0-14 11-10-2 1-9-4 21-11-0 10-0-14 -1-2-8 1-2-8 5-3-0 5-3-0 10-0-14 4-9-14 11-10-2 1-9-4 16-8-0 4-9-14 21-11-0 5-3-0 23-1-8 1-2-8 0-6-0 8-0-11 0-6-0 8-0-11 9.00 12 Plate Offsets (X,Y)-- [2:0-1-2,0-1-8], [4:0-4-0,0-2-0], [5:0-6-0,0-2-0], [7:0-8-4,0-1-7] LOADING (psf) Job B18803203 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205063 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:45 2018 Page 2 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ECvOarl73BZqmwIZWpB8DDdIpEhznmcms60VaayMEQy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 11=-199 10=-199 9=-199 12=-437(F) 13=-199 14=-437(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803203 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205064 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:46 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-iOTmnBmlqVhhO4tm3WiNlQAHRe6hW2cw5mm360yMEQx Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 21 22 23 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3x6 6x6 3x6 3x4 10x10 8x10 3x6 3x6 5x6 3x6 2x4 5x8 3x8 2x4 2x4 5x12 3x6 3x6 5x12 4x6 6-1-1 6-1-1 11-10-11 5-9-9 20-7-0 8-8-5 29-5-1 8-10-1 38-3-3 8-10-1 47-3-0 8-11-13 -1-2-8 1-2-8 6-1-1 Job B18803203 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 11 Gray Oaks Job Reference (optional) I35205064 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:47 2018 Page 2 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Ab09?XmNbopY?ESydEDcIdjSB2SwFVs3KQVceSyMEQw NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 738 lb down and 366 lb up at 7-11-7, 247 lb down and 140 lb up at 9-11-7, 247 lb down and 228 lb up at 11-11-7, 247 lb down and 228 lb up at 13-11-7, 247 lb down and 228 lb up at 15-11-7, 247 lb down and 228 lb up at 17-11-7, 247 lb down and 228 lb up at 19-11-7, 247 lb down and 228 lb up at 21-11-7, 247 lb down and 228 lb up at 23-11-7, 247 lb down and 228 lb up at 25-11-7, 247 lb down and 228 lb up at 27-11-7, 247 lb down and 228 lb up at 29-11-7, 247 lb down and 228 lb up at 31-11-7, 247 lb down and 228 lb up at 33-11-7, 247 lb down and 228 lb up at 35-11-7, 247 lb down and 228 lb up at 37-11-7, 247 lb down and 228 lb up at 39-11-7, 247 lb down and 228 lb up at 41-11-7, and 247 lb down and 228 lb up at 43-11-7, and 247 lb down and 228 lb up at 45-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-12=-60, 2-24=-20, 24-29=-60, 29-33=-20, 33-39=-60, 13-39=-20 Concentrated Loads (lb) Vert: 18=-247 19=-247 21=-738(B) 22=-247 23=-247 25=-247 26=-247 27=-247 28=-247 29=-247 30=-247 31=-247 32=-247 34=-247 35=-247 36=-247 37=-247 38=-247 40=-247 41=-247 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803203 Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 11 Gray Oaks Job Reference (optional) I35205065 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:47 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Ab09?XmNbopY?ESydEDcIdjVX2USFaG3KQVceSyMEQw Scale = 1:65.5 1 2 3 4 5 6 10 9 8 11 12 13 7 3x6 4x8 3x12 5x12 12x12 4x6 6x8 3x6 5x6 4-5-8 4-5-8 8-7-8 4-2-0 15-11-0 7-3-8 2-6-0 2-6-0 7-11-8 5-5-8 13-5-0 5-5-8 15-11-0 2-6-0 17-1-8 1-2-8 1-5-8 10-8-15 1-5-8 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 Job B18803203 Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 11 Gray Oaks Job Reference (optional) I35205065 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:47 2018 Page 2 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Ab09?XmNbopY?ESydEDcIdjVX2USFaG3KQVceSyMEQw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 9=-2431(B) 8=-5289(B) 11=-2436(B) 12=-2431(B) 13=-2432(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803203 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205066 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:48 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-enaXCtn0M6xPdO18BxkrqrFmYRpV_0MCY4F9AvyMEQv Scale = 1:75.3 1 2 3 4 5 6 7 8 9 14 13 12 15 16 17 11 18 19 10 5x6 6x6 4x6 4x6 4x6 3x8 5x12 2x4 2x4 4x6 3x4 3x6 6-5-11 6-5-11 13-7-8 7-1-13 21-7-0 7-11-8 -1-2-8 1-2-8 0-9-11 0-9-11 6-5-11 5-8-0 8-7-8 2-1-13 13-7-8 5-0-0 18-7-8 5-0-0 21-7-0 2-11-8 22-9-8 Job B18803203 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205067 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:49 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-6z8vPDoe7Q3GFYcLleF4N2ozNrBxjUOMnk_jjLyMEQu Scale = 1:40.6 1 2 3 4 7 6 5 8 6x6 2x4 2x4 4x6 4x6 4x6 4-7-2 4-7-2 7-2-0 2-6-14 -1-2-8 1-2-8 4-7-2 4-7-2 7-2-0 2-6-14 1-5-8 6-8-0 6-9-14 6-8-0 14.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803203 Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205068 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:49 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-6z8vPDoe7Q3GFYcLleF4N2ox1rCQjbOMnk_jjLyMEQu Scale = 1:31.3 1 2 3 4 7 6 8 5 5x6 2x4 3x12 4x6 2x4 3-5-2 3-5-2 6-0-0 2-6-14 -1-2-8 1-2-8 3-5-2 3-5-2 6-0-0 2-6-14 1-0-11 4-10-12 5-0-10 4-10-12 14.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-12], [3:0-3-9,0-2-8], [7:0-6-0,0-0-4], [7:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803203 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205069 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:50 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-aAiHdZpGtjB7tiBXIMnJvGL93FaDS4HV0OkGFnyMEQt Scale = 1:34.0 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-6-13 14-6-8 7-3-7 7-3-7 14-6-13 7-3-7 0-0-4 5-5-9 0-0-4 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803203 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205070 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:51 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-3MGfqvpue1J_Urljs3IYSTtJ3fvKBYKfF1TqnEyMEQs Scale = 1:20.4 1 2 3 4 3x6 4x6 2x4 3x6 0-0-5 0-0-5 8-4-2 8-3-13 4-2-1 4-2-1 8-4-2 4-2-1 0-0-4 3-1-9 0-0-4 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 Job B18803203 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205071 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:51 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-3MGfqvpue1J_Urljs3IYSTtHlfr8BVkfF1TqnEyMEQs Scale = 1:36.1 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 3x4 2x4 -1-2-8 1-2-8 5-4-8 5-4-8 4-2-14 6-0-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.44 Job B18803203 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205072 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:52 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XYq22EqWPLRr6?KwQnpn?hQSQ3Cww_6oThDNJgyMEQr Scale = 1:22.5 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 3x4 2x4 -1-2-8 1-2-8 5-4-8 5-4-8 1-10-14 3-8-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.28 Job B18803203 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205073 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:52 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XYq22EqWPLRr6?KwQnpn?hQTX3Dtw?QoThDNJgyMEQr Scale = 1:9.5 1 2 3 2x4 2x4 2x4 4-1-3 4-1-3 0-0-4 1-4-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803203 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205074 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:53 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?lOQFar8AeZik9v6_UK0Xuzh?SabfQ0xiLyws6yMEQq Scale = 1:38.0 1 2 3 4 5 9 8 10 7 6 2x4 3x4 2x4 2x4 2x4 2x4 3x4 2x4 -1-2-8 1-2-8 11-4-8 11-4-8 2-10-0 6-7-8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803203 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205075 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:53 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?lOQFar8AeZik9v6_UK0Xuzh6SbqfRTxiLyws6yMEQq Scale = 1:24.9 1 2 3 4 7 6 5 3x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-8 11-4-8 0-6-0 4-3-8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.11 0.08 DEFL. Job B18803203 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205076 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:54 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-TxxoTwsmxyhZLJUIXCrF46VggsqEOvw5x?iUOYyMEQp Scale = 1:12.6 1 2 3 2x4 2x4 2x4 5-10-7 5-10-7 0-0-4 1-11-8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.89 0.54 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803203 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205077 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:55 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-x7VAgGtPiGqQzT3U5vMUcJ2zIGEx7JtE9fR1w?yMEQo Scale = 1:101.6 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x6 2x4 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-2-3 16-2-3 13-4-13 13-4-13 16-2-3 2-9-6 0-0-4 15-7-10 12-4-11 14.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803203 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205078 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:55 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-x7VAgGtPiGqQzT3U5vMUcJ2zMGGG7KYE9fR1w?yMEQo Scale = 1:87.4 1 2 3 4 5 6 10 9 8 7 3x6 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-10-12 14-10-12 12-1-6 12-1-6 14-10-12 2-9-6 0-0-4 14-1-10 10-10-11 14.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803203 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205079 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:56 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PK3Ytct1TZyHbdehfdtj9Xb7ogcWsjZOOJBaSRyMEQn Scale = 1:77.8 1 2 3 4 5 6 10 9 8 7 11 3x6 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 13-7-5 13-7-5 10-9-15 10-9-15 13-7-5 2-9-6 0-0-4 12-7-10 9-4-11 14.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job B18803203 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205080 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:57 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tWdx5yufEt47CmDtDKPyik7LX4xNbCpXdzw8?tyMEQm Scale = 1:69.6 1 2 3 4 5 9 8 7 6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-3-15 12-3-15 9-6-9 9-6-9 12-3-15 2-9-6 0-0-4 11-1-10 7-10-11 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803203 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205081 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:57 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tWdx5yufEt47CmDtDKPyik7LH4yRbDHXdzw8?tyMEQm Scale = 1:60.2 1 2 3 4 3x4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 11-0-8 11-0-8 8-3-2 8-3-2 11-0-8 2-9-6 0-0-4 9-7-10 6-4-11 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803203 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205082 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:58 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-LiBJIIvH?BC_qwo3m1wBEygWpTHgKeZhsdghXKyMEQl Scale = 1:53.2 1 2 3 4 2x4 7 8 6 5 4x6 2x4 2x4 2x4 2x4 2x4 9-9-1 9-9-1 6-11-11 6-11-11 9-9-1 2-9-6 0-0-4 8-1-10 4-10-11 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S Job B18803203 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205083 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:59 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-qvlhWewvmUKrS4NGKlRQn9Dhate437Pq4HPF3myMEQk Scale = 1:43.9 1 2 3 4 2x4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 8-5-10 8-5-10 5-8-4 5-8-4 8-5-10 2-9-6 0-0-4 6-7-10 3-4-11 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S Job B18803203 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205084 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:19:59 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-qvlhWewvmUKrS4NGKlRQn9Df7tb638Pq4HPF3myMEQk Scale = 1:34.1 1 2 3 3x4 5 4 4x6 2x4 2x4 2x4 7-2-3 7-2-3 4-4-13 4-4-13 7-2-3 2-9-6 0-0-4 5-1-10 1-10-11 14.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 Job B18803203 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205085 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:20:00 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-I5J3j_wXXoSi3ExSuSyfJNlrFHzIocvzJx9ocCyMEQj Scale = 1:24.9 1 2 3 4 2x4 4x6 2x4 2x4 5-10-12 5-10-12 3-1-6 3-1-6 5-10-12 2-9-6 0-0-4 3-7-10 0-4-11 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.18 Job B18803203 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 11 Gray Oaks Job Reference (optional) I35205086 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 5 12:20:00 2018 Page 1 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-I5J3j_wXXoSi3ExSuSyfJNluYH?DocBzJx9ocCyMEQj Scale = 1:13.5 1 2 3 4 2x4 4x6 2x4 2x4 3-7-11 3-7-11 3-7-15 0-0-3 1-9-15 1-9-15 3-7-15 1-9-15 0-0-4 2-1-10 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0.09 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=75/3-7-8, 3=75/3-7-8, 4=92/3-7-8 Max Horz 1=-43(LC 4) Max Uplift 1=-14(LC 7), 3=-12(LC 6) Max Grav 1=75(LC 1), 3=75(LC 1), 4=94(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=138/5-10-9, 3=134/5-10-9, 4=163/5-10-9 Max Horz 1=-79(LC 4) Max Uplift 1=-25(LC 7), 3=-23(LC 6) Max Grav 1=138(LC 1), 3=134(LC 1), 4=168(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=154/7-2-0, 4=91/7-2-0, 5=292/7-2-0 Max Horz 1=109(LC 5) Max Uplift 1=-45(LC 7), 4=-63(LC 7), 5=-49(LC 5) Max Grav 1=154(LC 1), 4=106(LC 11), 5=292(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.23 0.12 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-5-7. (lb) - Max Horz 1=140(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-114(LC 4), 7=-192(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=256(LC 1), 7=304(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-240/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=114, 7=192. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.24 0.19 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 9-8-13. (lb) - Max Horz 1=174(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-201(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=415(LC 1), 7=383(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-242/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=201. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Matrix-S 0.22 0.19 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. All bearings 11-0-4. (lb) - Max Horz 1=220(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-236(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=410(LC 1), 7=461(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/164 WEBS 2-7=-280/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=236. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TC BC WB Matrix-S 0.21 0.19 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS. All bearings 12-3-11. (lb) - Max Horz 1=266(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 1=-127(LC 4), 8=-219(LC 6), 9=-157(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 9 except 1=318(LC 6), 7=419(LC 1), 8=437(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/173, 2-3=-263/160 WEBS 3-8=-268/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 1=127, 8=219, 9=157. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.17 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 5-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS. All bearings 13-7-2. (lb) - Max Horz 1=313(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 8 except 1=-101(LC 4), 9=-215(LC 6), 10=-174(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=323(LC 6), 8=408(LC 1), 9=517(LC 10), 10=338(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-438/178, 2-4=-261/160 WEBS 4-9=-264/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8 except (jt=lb) 1=101, 9=215, 10=174. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8, 4-9 REACTIONS. All bearings 14-10-9. (lb) - Max Horz 1=359(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 8 except 9=-207(LC 6), 10=-211(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=345(LC 6), 8=411(LC 1), 9=508(LC 10), 10=424(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-474/187, 2-4=-258/157 WEBS 4-9=-256/261, 2-10=-250/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8 except (jt=lb) 9=207, 10=211. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.26 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 8-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 6-9,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS. All bearings 16-2-0. (lb) - Max Horz 1=405(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 1=-157(LC 4), 10=-210(LC 6), 12=-198(LC 6), 13=-169(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=494(LC 6), 9=410(LC 1), 10=515(LC 10), 12=401(LC 1), 13=261(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-646/204, 2-3=-473/185, 3-5=-259/158 WEBS 5-10=-258/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 1=157, 10=210, 12=198, 13=169. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=191/5-9-11, 3=191/5-9-11 Max Horz 1=50(LC 4) Max Uplift 1=-8(LC 4), 3=-25(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-4-8. (lb) - Max Horz 1=122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=342(LC 1), 7=323(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-258/133 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Matrix-S 0.18 0.18 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 6 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-4-8. (lb) - Max Horz 9=174(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 8=-149(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 6 except 7=534(LC 1), 8=347(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-264/138, 2-8=-1/254 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 8=149. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=120/4-0-7, 3=120/4-0-7 Max Horz 1=31(LC 4) Max Uplift 1=-5(LC 4), 3=-16(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=87/5-4-8, 5=126/5-4-8, 6=275/5-4-8 Max Horz 7=98(LC 6) Max Uplift 5=-17(LC 6), 6=-124(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=124. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.00 (loc) 1 1 5 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=42/5-4-8, 5=189/5-4-8, 6=412/5-4-8 Max Horz 7=134(LC 6) Max Uplift 5=-18(LC 6), 6=-340(LC 6) Max Grav 7=281(LC 6), 5=189(LC 1), 6=412(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-481/0 WEBS 2-6=0/562 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=340. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=153/8-3-8, 3=153/8-3-8, 4=293/8-3-8 Max Horz 1=65(LC 5) Max Uplift 1=-16(LC 6), 3=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TC BC WB Matrix-S 0.22 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-6-2. (lb) - Max Horz 1=119(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-103(LC 6), 6=-103(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=325(LC 10), 6=325(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=103, 6=103. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TC BC WB Matrix-S 0.43 0.20 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=457/Mechanical, 7=465/0-3-8 Max Horz 7=196(LC 5) Max Uplift 5=-175(LC 5), 7=-89(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/83, 2-7=-397/124 WEBS 3-6=-165/333, 3-5=-320/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=175. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 123 lb up at 3-5-2, and 202 lb down and 82 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-183 8=-202 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 CSI. TC BC WB Matrix-S 0.28 0.30 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 5-6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=758/Mechanical, 7=587/0-3-8 Max Horz 7=245(LC 5) Max Uplift 5=-350(LC 5), 7=-107(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/140, 2-7=-542/125 BOT CHORD 6-7=-257/62 WEBS 3-6=-323/618, 3-5=-595/339, 2-6=-125/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=350, 7=107. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 322 lb down and 273 lb up at 4-7-2, and 390 lb down and 117 lb up at 5-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-322 8=-390 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 1-2-8 2-6-10 3-4-2 11-10-1 2-6-10 3-4-2 14.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [6:Edge,0-1-14], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.44 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.07 (loc) 13 11-13 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (lb/size) 14=940/0-3-8, 10=1007/0-3-8 Max Horz 14=-307(LC 3) Max Uplift 14=-436(LC 5), 10=-96(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1282/337, 4-5=-831/164, 5-6=-757/225, 6-7=-738/216 BOT CHORD 13-14=-279/282, 11-13=-328/1304, 10-11=-0/382 WEBS 3-13=-279/1236, 4-13=-489/107, 4-11=-854/293, 6-11=-207/657, 3-14=-824/171, 7-10=-801/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 14=436. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 201 lb up at 0-9-12, and 20 lb down and 104 lb up at 2-10-13, and 20 lb down and 104 lb up at 5-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 14-18=-20, 18-19=-60, 10-19=-20 Concentrated Loads (lb) Vert: 15=32 16=-16 17=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.36 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 0.02 0.06 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 351 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-8,4-8,2-10,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=10568/0-3-8, 7=5783/0-3-8 Max Horz 10=-283(LC 3) Max Uplift 10=-2017(LC 6), 7=-1798(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1783/364, 2-3=-5511/1835, 3-4=-6398/2126, 4-5=-987/368, 1-10=-1431/280, 5-7=-900/316 BOT CHORD 9-10=-1185/4563, 8-9=-1465/7675, 7-8=-1039/3418 WEBS 2-9=-577/6168, 2-8=-4852/428, 3-8=-2868/8551, 4-8=-390/958, 2-10=-6743/1681, 4-7=-5578/1721 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 8-3 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=2017, 7=1798. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2436 lb down and 221 lb up at 0-8-4, 2431 lb down and 224 lb up at 2-8-4, 2431 lb down and 224 lb up at 4-8-4, and 2432 lb down and 217 lb up at 6-8-4, and 5289 lb down and 2851 lb up at 8-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 6-1-1 11-10-11 5-9-9 20-7-0 8-8-5 29-5-1 8-10-1 38-3-3 8-10-1 47-3-0 8-11-13 0-10-14 9-7-9 9-9-14 9-7-9 9.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.97 0.46 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.50 0.12 0.32 (loc) 16-17 16-17 13 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 584 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-20,4-19: 2x4 SPF-S Stud 7-19,7-16,11-16,11-13: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 3-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 7-19, 7-16, 11-13 REACTIONS. (lb/size) 13=5309/Mechanical, 2=4792/0-3-8 Max Horz 2=304(LC 5) Max Uplift 13=-2839(LC 3), 2=-2047(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-7010/3162, 4-6=-6467/3177, 6-7=-5122/2573, 7-9=-6491/3406, 9-11=-6491/3406 BOT CHORD 2-20=-2568/5332, 19-20=-2568/5332, 17-19=-3507/6857, 16-17=-3507/6857, 14-16=-2304/4370, 13-14=-2304/4370 WEBS 4-20=-65/422, 4-19=-256/175, 6-19=-1773/3382, 7-19=-2600/1510, 7-17=-918/1593, 7-16=-529/216, 9-16=-506/204, 11-16=-1613/3071, 11-14=-1008/1741, 11-13=-6289/3316 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=2839, 2=2047. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.81 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.30 0.02 0.14 (loc) 7-9 7-9 7 7-9 l/defl >999 >879 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1783/0-3-8, 7=1779/0-3-8 Max Horz 2=182(LC 12) Max Uplift 2=-564(LC 5), 7=-562(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2263/777, 3-4=-2031/783, 4-5=-1558/663, 5-6=-2013/775, 6-7=-2248/770 BOT CHORD 2-10=-599/1742, 9-10=-490/1537, 7-9=-535/1731 WEBS 3-10=-260/160, 4-10=-430/958, 5-9=-402/907, 6-9=-271/160 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 7=562. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down and 191 lb up at 6-1-10, 199 lb down and 118 lb up at 8-1-10, 199 lb down and 179 lb up at 10-1-10, 199 lb down and 179 lb up at 11-9-6, and 199 lb down and 118 lb up at 13-9-6, and 437 lb down and 191 lb up at 15-9-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 8-0-1 26-7-15 7-10-5 34-8-0 8-0-1 37-3-0 2-7-0 3-10-14 12-0-0 10-0-12 12-0-0 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:1-0-8,0-1-12], [7:0-8-0,0-2-0], [8:Edge,0-1-8], [10:0-3-8,0-5-0], [11:0-3-8,0-4-0], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.54 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.43 0.05 0.27 (loc) 13-15 13-15 9 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 563 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-16: 2x4 SPF-S Stud, 8-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 7-11, 7-10, 8-9, 8-10 REACTIONS. (lb/size) 17=7409/0-3-8, 9=6536/0-3-8 Max Horz 17=207(LC 5) Max Uplift 17=-3676(LC 4), 9=-3422(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5659/2790, 2-3=-6146/3096, 3-4=-5888/3022, 4-6=-5888/3022, 6-7=-4788/2406, 7-8=-1900/938, 1-17=-6421/3115, 8-9=-6751/3307 BOT CHORD 15-16=-2344/4454, 13-15=-2518/4856, 11-13=-2411/4788, 10-11=-716/1438 WEBS 2-16=-1167/461, 2-15=-434/759, 3-15=-1089/1758, 3-13=-1006/1895, 4-13=-489/213, 6-13=-1099/1967, 6-11=-2127/1112, 7-11=-2985/5904, 7-10=-4044/1975, 1-16=-2575/5273, 8-10=-2866/5761 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=3676, 9=3422. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.17 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=319/0-3-8, 5=219/0-1-8 Max Horz 7=244(LC 6) Max Uplift 5=-106(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-282/0 BOT CHORD 6-7=-292/9 WEBS 2-6=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=106. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.23 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 7=364/0-3-8, 5=267/0-1-8 Max Horz 7=255(LC 5) Max Uplift 7=-10(LC 4), 5=-128(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-309/96 BOT CHORD 6-7=-278/229 WEBS 3-5=-317/135, 2-6=-126/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=128. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 14.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge], [7:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.51 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.02 0.01 (loc) 11-12 11-12 14 9 l/defl >999 >800 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 12=1088/0-3-8, 14=985/0-3-0 Max Horz 12=294(LC 5) Max Uplift 12=-41(LC 6), 14=-24(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-812/196, 4-5=-451/194, 5-6=-822/192, 6-7=-260/21, 8-13=-61/775, 7-13=-61/775 BOT CHORD 11-12=-192/420, 9-11=-34/457, 8-9=-39/436 WEBS 3-12=-850/2, 6-8=-706/113, 7-14=-1000/65 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.56 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >782 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 12=1089/0-3-8, 8=1014/0-3-8 Max Horz 12=330(LC 5) Max Uplift 12=-44(LC 6), 8=-20(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-813/201, 4-5=-452/197, 5-6=-828/199 BOT CHORD 11-12=-227/420, 9-11=-67/461, 8-9=-15/435 WEBS 5-9=-61/256, 3-12=-850/7, 6-8=-867/63 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.56 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >729 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 12=1089/0-3-8, 8=1012/0-3-8 Max Horz 12=341(LC 5) Max Uplift 12=-44(LC 6), 8=-23(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-814/204, 4-5=-441/203, 5-6=-827/203 BOT CHORD 11-12=-232/424, 9-11=-67/449, 8-9=-10/438 WEBS 5-9=-67/261, 3-12=-860/21, 6-8=-874/74 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.59 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.22 0.02 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 12=1022/0-3-8, 8=959/0-3-8 Max Horz 12=304(LC 5) Max Uplift 12=-44(LC 6), 8=-11(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-793/198, 4-5=-461/186, 5-6=-823/195 BOT CHORD 11-12=-210/404, 9-11=-68/479, 8-9=-20/425 WEBS 3-12=-882/0, 6-8=-916/24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 9-4-2 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.64 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.29 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >895 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,4-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-10 REACTIONS. (lb/size) 13=1019/0-3-8, 9=1014/0-3-8 Max Horz 13=309(LC 5) Max Uplift 13=-72(LC 6), 9=-50(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-862/150, 3-4=-472/171, 4-5=-717/238, 5-6=-812/194, 2-13=-991/129 BOT CHORD 12-13=-311/321, 10-12=-38/568, 9-10=0/390 WEBS 4-10=-584/224, 5-10=-233/806, 2-12=-57/468, 6-9=-920/47 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 14.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.76 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.48 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >930 >534 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-10 REACTIONS. (lb/size) 13=1026/0-3-8, 9=1009/0-3-8 Max Horz 13=309(LC 5) Max Uplift 13=-72(LC 6), 9=-50(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-848/139, 3-4=-484/147, 4-5=-753/220, 5-6=-813/191, 2-13=-1040/116 BOT CHORD 12-13=-300/307, 10-12=-47/670, 9-10=0/389 WEBS 3-12=0/273, 4-12=-310/91, 4-10=-575/217, 5-10=-208/777, 2-12=-35/548, 6-9=-930/42 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 14.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-3-4], [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.78 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.61 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >839 >417 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (lb/size) 13=1015/0-3-8, 9=990/0-3-8 Max Horz 13=309(LC 5) Max Uplift 13=-72(LC 6), 9=-50(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-802/126, 3-4=-490/119, 4-5=-767/196, 5-6=-794/188, 2-13=-1072/101 BOT CHORD 12-13=-292/297, 10-12=-53/787, 9-10=0/380 WEBS 3-12=-12/292, 4-12=-446/81, 4-10=-595/215, 5-10=-174/712, 2-12=-17/608, 6-9=-910/35 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 2-6-10 4-10-2 14.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [4:0-3-0,Edge], [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.64 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.27 0.02 0.03 (loc) 9-10 9-10 9 10-11 l/defl >999 >945 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 14=933/0-3-8, 9=933/0-3-8 Max Horz 14=-309(LC 4) Max Uplift 14=-72(LC 6), 9=-50(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-534/141, 3-4=-914/154, 4-5=-721/178, 5-6=-711/191, 2-14=-940/108 BOT CHORD 13-14=-284/297, 11-13=-181/341, 10-11=-52/926, 9-10=0/347 WEBS 3-13=-337/79, 3-11=-64/746, 4-11=-372/107, 4-10=-693/199, 5-10=-146/575, 2-13=-23/553, 6-9=-793/40 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.49 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.01 0.01 (loc) 8-9 7-8 7 7-8 l/defl >999 >935 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=621/0-3-8, 7=710/0-3-8 Max Horz 9=-326(LC 4) Max Uplift 9=-42(LC 7), 7=-41(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/186, 3-4=-483/186 BOT CHORD 8-9=-182/315 WEBS 3-8=-148/324, 2-9=-569/75, 4-7=-569/29 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.45 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.01 0.01 (loc) 8-9 7-8 7 8 l/defl >999 >967 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=621/0-3-8, 7=710/0-3-8 Max Horz 9=-270(LC 4) Max Uplift 9=-32(LC 7), 7=-45(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/165, 3-4=-507/164 BOT CHORD 8-9=-134/325, 7-8=0/316 WEBS 3-8=-125/375, 2-9=-525/93, 4-7=-544/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 15-0-0 7-4-4 22-10-7 7-10-7 30-7-1 7-8-11 38-5-8 7-10-7 40-4-9 1-11-1 47-3-0 6-10-7 0-10-14 10-8-9 12-1-14 8-5-1 12-1-14 9.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-5-8,0-3-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.85 0.79 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.42 0.15 0.08 (loc) 17-19 17-19 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 300 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,12-13: 2x4 SPF-S Stud, 11-13: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 7-17, 9-17, 9-16, 10-16, 10-14, 12-13, 11-13 REACTIONS. (lb/size) 2=2436/0-3-8, 13=2452/Mechanical Max Horz 2=309(LC 6) Max Uplift 2=-69(LC 5), 13=-205(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3326/225, 4-6=-2788/294, 6-7=-2459/306, 7-9=-2459/306, 9-10=-2275/285, 10-11=-1945/252 BOT CHORD 2-21=-288/2529, 19-21=-288/2529, 17-19=-169/2131, 16-17=-191/2275, 14-16=-98/1525, 13-14=-107/1399 WEBS 4-21=0/287, 4-19=-530/188, 6-19=-26/663, 6-17=-213/714, 7-17=-487/207, 9-17=-48/373, 9-16=-810/229, 10-16=-167/1389, 10-14=-353/70, 11-14=0/836, 11-13=-2540/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=205. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 7-6-8 7-6-8 14-9-8 7-3-0 22-9-9 8-0-1 30-7-15 7-10-5 38-8-0 8-0-1 40-4-9 1-8-9 47-3-0 6-10-7 0-10-14 10-8-9 12-0-0 8-5-1 12-0-0 9.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-5-8,0-3-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.74 0.93 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.15 0.08 (loc) 17-19 17-19 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,12-13: 2x4 SPF-S Stud, 11-13: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-19, 6-17, 7-17, 9-17, 9-16, 10-16, 10-14, 12-13, 11-13 REACTIONS. (lb/size) 2=2432/0-3-8, 13=2451/Mechanical Max Horz 2=307(LC 6) Max Uplift 2=-73(LC 5), 13=-212(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3321/226, 4-6=-2799/294, 6-7=-2490/307, 7-9=-2490/307, 9-10=-2303/284, 10-11=-1933/250 BOT CHORD 2-20=-289/2525, 19-20=-289/2525, 17-19=-172/2142, 16-17=-198/2303, 14-16=-102/1517, 13-14=-108/1403 WEBS 4-20=0/275, 4-19=-511/186, 6-19=-24/655, 6-17=-214/735, 7-17=-496/210, 9-17=-48/370, 9-16=-813/231, 10-16=-168/1423, 10-14=-378/69, 11-14=0/853, 11-13=-2546/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=212. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 8-0-1 30-7-15 7-10-5 38-8-0 8-0-1 40-4-9 1-8-9 47-1-4 6-8-11 52-3-8 5-2-4 52-9-0 0-5-8 53-5-8 0-8-8 -1-2-8 1-2-8 7-6-8 7-6-8 14-9-8 7-3-0 22-9-9 8-0-1 30-7-15 7-10-5 38-8-0 8-0-1 40-4-9 1-8-9 47-1-4 6-8-11 52-3-8 5-2-4 53-5-8 1-2-0 53-10-0 0-4-8 54-8-0 0-10-0 0-10-14 10-8-9 6-8-15 1-9-6 12-0-0 0-10-14 12-0-0 9.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-5-12,0-3-0], [14:0-3-14,0-1-3], [21:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.82 0.77 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.46 0.12 0.08 (loc) 26-27 26-27 20 26 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 361 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-23: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-29,14-20,13-20: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x6 SPF No.2 1-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 6-10, 13-19, 14-37. Except: 10-0-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20,15-18. WEBS 1 Row at midpt 4-27, 6-26, 7-26, 9-26, 9-24, 10-24, 10-22, 11-21, 12-20 REACTIONS. All bearings 0-3-8 except (jt=length) 15=1-0-0. (lb) - Max Horz 2=337(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2 except 20=-282(LC 5), 15=-404(LC 7), 18=-449(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=2383(LC 1), 20=3063(LC 1), 15=385(LC 1), 18=259(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3244/231, 4-6=-2720/299, 6-7=-2391/320, 7-9=-2391/320, 9-10=-2174/311, 10-11=-1692/287, 11-12=-1330/221, 12-13=-43/288 BOT CHORD 2-29=-245/2465, 27-29=-245/2465, 26-27=-103/2079, 24-26=-93/2174, 22-24=-64/1337, 21-22=-64/1216 WEBS 4-29=0/277, 4-27=-515/186, 6-27=-24/659, 6-26=-215/678, 7-26=-497/210, 9-26=-50/418, 9-24=-853/218, 10-24=-146/1505, 10-22=-573/66, 11-22=0/848, 11-21=-1576/148, 12-21=-141/2123, 12-20=-2529/286, 13-20=-360/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-2-8 to 54-8-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 20=282, 15=404, 18=449. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 34-8-0 8-0-1 36-4-9 1-8-9 43-1-4 6-8-11 48-3-8 5-2-4 48-9-0 0-5-8 49-5-8 0-8-8 5-6-8 5-6-8 10-9-8 5-3-0 18-9-9 8-0-1 26-7-15 7-10-5 34-8-0 8-0-1 36-4-9 1-8-9 43-1-4 6-8-11 48-3-8 5-2-4 49-5-8 1-2-0 49-10-0 0-4-8 50-8-0 0-10-0 3-10-14 10-8-9 6-8-15 1-9-6 12-0-0 0-10-14 12-0-0 9.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [7:0-5-4,0-3-0], [11:0-4-0,0-1-6], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.84 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.88 0.09 0.06 (loc) 25-26 25-26 12 23 l/defl >999 >589 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-24: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-17,11-17,1-26: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 3-7, 10-16, 11-12. Except: 6-0-0 oc bracing: 10-11 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-23, 4-23, 6-23, 6-21, 7-21, 7-20, 8-19, 9-17, 2-26 REACTIONS. All bearings 0-3-8 except (jt=length) 12=1-0-0. (lb) - Max Horz 26=196(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 17=-261(LC 5), 26=-109(LC 5), 12=-213(LC 7), 15=-103(LC 5) Max Grav All reactions 250 lb or less at joint(s) 12, 15 except 17=2650(LC 1), 26=2177(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2062/251, 3-4=-2014/299, 4-6=-2013/299, 6-7=-1954/296, 7-8=-1597/278, 8-9=-1286/216 BOT CHORD 25-26=-185/1323, 23-25=-76/1572, 21-23=-103/1953, 20-21=-66/1271, 19-20=-65/1170 WEBS 2-25=-95/512, 3-23=-208/847, 4-23=-496/207, 6-21=-613/208, 7-21=-128/1233, 7-20=-431/73, 8-20=-9/700, 8-19=-1366/142, 9-19=-126/1868, 9-17=-2272/271, 2-26=-2189/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 50-8-0 zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 17, 109 lb uplift at joint 26, 213 lb uplift at joint 12 and 103 lb uplift at joint 15. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 37-3-0 2-7-0 3-10-14 12-0-0 10-0-12 12-0-0 9.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [7:0-6-0,0-2-0], [8:0-2-8,0-2-4], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.90 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.89 0.06 0.06 (loc) 15-16 15-16 9 13 l/defl >999 >497 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-13, 6-13, 6-11, 7-11, 7-10, 2-16, 8-9 REACTIONS. (lb/size) 16=1892/0-3-8, 9=1899/0-3-8 Max Horz 16=207(LC 6) Max Uplift 16=-46(LC 5), 9=-147(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1718/202, 3-4=-1541/212, 4-6=-1541/212, 6-7=-1282/169, 7-8=-544/70, 8-9=-1939/160 BOT CHORD 15-16=-224/1115, 13-15=-165/1297, 11-13=-156/1282, 10-11=-38/405 WEBS 2-15=-85/406, 3-13=-176/510, 4-13=-503/208, 6-13=-82/468, 6-11=-891/273, 7-11=-209/1557, 7-10=-1298/233, 2-16=-1842/90, 8-10=-159/1648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=147. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.31 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.04 0.01 (loc) 7-8 7-8 7 4 l/defl >999 >747 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-7,6-7,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-9 WEBS 1 Row at midpt 5-7, 6-7, 5-9 REACTIONS. (lb/size) 11=883/0-3-8, 7=178/Mechanical Max Horz 11=316(LC 6) Max Uplift 7=-307(LC 6) Max Grav 11=883(LC 1), 7=179(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-17/405, 2-4=-11/259, 4-5=-30/381 BOT CHORD 11-12=-106/315, 10-11=-831/0, 2-10=-808/0, 9-10=-383/96 WEBS 2-9=-55/508, 5-7=-190/335, 5-9=-594/154, 10-12=-387/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=307. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.55 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.59 0.00 0.02 (loc) 7-8 7-8 6 7-8 l/defl >592 >271 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-8,2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 2-7, 4-7, 5-7 REACTIONS. (lb/size) 6=591/Mechanical, 8=633/0-3-8 Max Horz 8=368(LC 6) Max Uplift 6=-219(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/92, 2-4=-363/0, 5-6=-666/254, 1-8=-313/85 BOT CHORD 7-8=-235/281 WEBS 2-7=-214/277, 5-7=-247/612 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=219. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.51 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 -0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 1 Row at midpt 3-6 2 Rows at 1/3 pts 5-6 JOINTS 1 Brace at Jt(s): 5, 9 REACTIONS. (lb/size) 6=626/Mechanical, 8=599/0-3-8 Max Horz 8=414(LC 6) Max Uplift 6=-278(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-597/0, 1-8=-572/0 BOT CHORD 7-8=-478/81, 6-7=-195/314 WEBS 3-7=0/285, 3-6=-450/290, 1-7=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=278. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.32 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 -0.01 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-11,4-8,4-7,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. WEBS 1 Row at midpt 4-7 2 Rows at 1/3 pts 6-7 REACTIONS. (lb/size) 7=627/Mechanical, 10=566/0-3-8 Max Horz 10=460(LC 6) Max Uplift 7=-342(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-524/0, 2-4=-403/0, 1-10=-528/0 BOT CHORD 9-10=-486/69, 8-9=-263/297 WEBS 4-8=-89/332, 4-7=-469/310, 1-9=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=342. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 32-7-8 3-3-12 1-5-8 12-0-0 1-8-2 12-0-0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [7:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.99 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.66 0.02 0.18 (loc) 11-13 11-13 10 11-13 l/defl >563 >340 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-13,6-13,6-11,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-4-11 oc bracing: 13-15. WEBS 1 Row at midpt 5-13, 6-13, 6-11 REACTIONS. (lb/size) 13=2145/0-3-8, 16=586/0-3-8, 10=827/0-3-8 Max Horz 16=322(LC 5) Max Uplift 13=-510(LC 5), 16=-23(LC 6), 10=-199(LC 4) Max Grav 13=2145(LC 1), 16=601(LC 10), 10=844(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-340/110, 6-7=-407/308, 7-8=-756/375 BOT CHORD 15-16=-214/289, 11-13=-156/252, 10-11=-113/453 WEBS 5-15=-33/318, 5-13=-501/102, 6-13=-1318/521, 6-11=-135/314, 3-16=-349/28, 8-10=-817/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 13=510, 10=199. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-17=-60, 17-18=-310, 7-18=-60, 7-9=-60, 15-16=-20, 14-15=-60, 14-19=-20, 19-20=-60, 10-20=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 23-9-5 7-4-7 29-3-12 5-6-7 32-9-12 3-6-0 1-5-8 12-0-0 1-5-8 12-0-0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [7:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.71 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.02 0.01 (loc) 16-17 16-17 10 11 l/defl >955 >379 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-16,5-14,6-14,6-11,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 6-11 REACTIONS. All bearings 0-3-8 except (jt=length) 10=0-8-0. (lb) - Max Horz 17=320(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 10 except 14=-270(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 14=1750(LC 1), 17=629(LC 10), 10=828(LC 11), 13=401(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-381/125, 6-7=-387/175, 7-8=-725/164 BOT CHORD 16-17=-218/284, 10-11=0/460 WEBS 5-16=-37/381, 5-14=-573/102, 6-14=-1294/279, 6-11=-19/286, 3-17=-407/39, 8-10=-731/74 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10 except (jt=lb) 14=270. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-18=-60, 18-19=-310, 7-19=-60, 7-9=-60, 16-17=-20, 15-16=-60, 15-20=-20, 20-21=-60, 10-21=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 5-6-7 16-4-14 7-4-7 23-9-5 7-4-7 29-3-12 5-6-7 32-9-12 3-6-0 34-0-4 1-2-8 1-5-8 12-0-0 1-5-8 12-0-0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [7:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.71 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.02 0.17 (loc) 18-19 18-19 12 12-13 l/defl >955 >379 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-18,5-16,6-16,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 6-13 REACTIONS. All bearings 0-3-8 except (jt=length) 12=0-8-0. (lb) - Max Horz 19=-303(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 15 except 16=-434(LC 5), 12=-244(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 16=1749(LC 1), 19=629(LC 10), 12=911(LC 11), 15=401(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-381/141, 6-7=-384/314, 7-9=-719/383 BOT CHORD 18-19=-202/307, 16-18=-98/272, 12-13=-55/449 WEBS 5-18=-39/381, 5-16=-574/104, 6-16=-1292/500, 6-13=-112/284, 3-19=-407/44, 9-12=-743/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 15 except (jt=lb) 16=434, 12=244. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-20=-60, 20-21=-310, 7-21=-60, 7-10=-60, 10-11=-60, 18-19=-20, 17-18=-60, 17-22=-20, 22-23=-60 , 12-23=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 23-9-5 7-4-7 29-3-12 5-6-7 32-9-12 3-6-0 34-0-4 1-2-8 1-5-8 12-0-0 1-5-8 12-0-0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [7:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.98 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.66 0.02 0.18 (loc) 13-15 13-15 12 13-15 l/defl >566 >344 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-17,5-15,6-15,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-6-8 oc bracing: 15-17. WEBS 1 Row at midpt 5-15, 6-15, 6-13 REACTIONS. (lb/size) 15=2160/0-3-8, 18=580/0-3-8, 12=914/0-8-0 Max Horz 18=-303(LC 4) Max Uplift 15=-502(LC 5), 18=-30(LC 6), 12=-246(LC 7) Max Grav 15=2160(LC 1), 18=598(LC 10), 12=931(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-336/131, 6-7=-409/321, 7-9=-757/393 BOT CHORD 17-18=-199/310, 15-17=-94/275, 12-13=-59/466 WEBS 5-17=-32/318, 5-15=-507/96, 6-15=-1329/510, 6-13=-124/326, 3-18=-346/39, 9-12=-812/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 15=502, 12=246. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-19=-60, 19-20=-310, 7-20=-60, 7-10=-60, 10-11=-60, 17-18=-20, 16-17=-60, 16-21=-20, 21-22=-60 , 12-22=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.74 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.42 0.02 0.23 (loc) 11-13 11-13 10 11-13 l/defl >999 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 13=954/0-8-0, 10=954/0-8-0 Max Horz 13=320(LC 5) Max Uplift 13=-209(LC 6), 10=-209(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-244/288, 3-5=-694/448, 5-7=-694/448, 7-8=-244/288, 2-13=-306/273, 8-10=-306/273 BOT CHORD 11-13=-233/455, 10-11=-73/455 WEBS 5-11=-545/512, 3-13=-617/95, 7-10=-617/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=209, 10=209. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 1.00 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.73 0.04 0.03 (loc) 2-8 2-8 6 2-8 l/defl >915 >355 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=946/0-3-8, 6=946/0-3-8 Max Horz 2=198(LC 5) Max Uplift 2=-77(LC 6), 6=-77(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1099/125, 3-4=-850/126, 4-5=-850/126, 5-6=-1099/125 BOT CHORD 2-8=-53/812, 6-8=0/812 WEBS 4-8=-43/635, 5-8=-292/173, 3-8=-292/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [7:Edge,0-1-14], [12:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.04 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 12 12 12 12 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-8-11. (lb) - Max Horz 2=-198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 WB Matrix-P 0.10 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=134/4-4-7, 4=134/4-4-7, 6=119/4-4-7 Max Horz 2=-66(LC 4) Max Uplift 2=-25(LC 6), 4=-29(LC 7) Max Grav 2=134(LC 1), 4=134(LC 1), 6=131(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 WB Matrix-P 0.08 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-4-7. (lb) - Max Horz 2=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-8-11. (lb) - Max Horz 2=-198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-208(LC 6), 8=-208(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=369(LC 1), 10=388(LC 10), 8=388(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-242/253, 5-8=-242/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=208, 8=208. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 11 11 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. REACTIONS. All bearings 22-6-2. (lb) - Max Horz 2=46(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 14, 15, 17, 10, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 18 except 12=266(LC 11), 13=339(LC 10), 14=314(LC 11), 15=333(LC 10), 17=254(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-256/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 14, 15, 17, 10, 18. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.17 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 9 10 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 22-6-2. (lb) - Max Horz 2=-101(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 17, 11, 9, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=367(LC 11), 13=513(LC 10), 14=452(LC 11), 17=290(LC 10), 11=278(LC 11), 16=319(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-260/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 17, 11, 9, 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.22 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 22-6-2. (lb) - Max Horz 2=155(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 except 15=-130(LC 6), 10=-133(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 13, 8 except 11=451(LC 11), 12=324(LC 11), 15=493(LC 10), 10=480(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-308/181, 7-10=-305/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 15=130, 10=133. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. All bearings 22-6-2. (lb) - Max Horz 2=-198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10 except 14=-107(LC 6), 11=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=411(LC 1), 14=493(LC 10), 15=334(LC 1), 11=493(LC 11), 10=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-262/156, 6-11=-262/156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 10 except (jt=lb) 14=107, 11=106. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.26 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 22-6-2. (lb) - Max Horz 2=167(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-146(LC 6), 9=-145(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=541(LC 10), 9=541(LC 11), 10=398(LC 11), 11=398(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-335/199, 6-9=-335/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=146, 9=145. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.11 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 0.00 (loc) 9 9 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 22-6-2. (lb) - Max Horz 2=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 17, 9, 16 except 11=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 16 except 12=365(LC 11), 13=526(LC 10), 15=337(LC 11), 17=315(LC 10), 11=293(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-265/112 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 17, 9, 16 except (jt=lb) 11=101. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.35 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.00 0.02 (loc) 2-4 2-4 4 2-4 l/defl >999 >552 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=322/0-3-8, 4=222/0-1-8 Max Horz 2=174(LC 6) Max Uplift 2=-12(LC 6), 4=-70(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS. (lb/size) 5=319/0-3-8, 4=219/0-1-8 Max Horz 5=287(LC 6) Max Uplift 4=-167(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 BOT CHORD 4-5=-346/15 WEBS 2-4=-15/350 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=167. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.38 0.10 0.14 (loc) 5-8 5-8 2 5-8 l/defl >555 >247 n/a >645 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=410/0-1-8, 2=418/0-3-8 Max Horz 2=218(LC 6) Max Uplift 5=-105(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-426/91 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=105. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 TC BC WB Matrix-S 0.41 0.27 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 -0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >963 >388 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 6=364/0-3-8, 5=267/0-1-8 Max Horz 6=335(LC 6) Max Uplift 5=-216(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-134/265 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=216. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Matrix-P 0.15 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=182/0-3-8, 4=36/0-1-8 Max Horz 5=111(LC 6) Max Uplift 4=-92(LC 6) Max Grav 5=182(LC 1), 4=41(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.32 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 -0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-10,4-7,4-6,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 1 Row at midpt 4-6 2 Rows at 1/3 pts 5-6 REACTIONS. (lb/size) 6=627/Mechanical, 9=566/0-3-8 Max Horz 9=500(LC 6) Max Uplift 6=-372(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-524/0, 2-4=-402/0, 1-9=-528/0 BOT CHORD 8-9=-525/79, 7-8=-268/296 WEBS 4-7=-91/329, 4-6=-475/321, 1-8=0/279 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=372. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.29 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 -0.01 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-11,5-8,5-7,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. WEBS 1 Row at midpt 5-7 2 Rows at 1/3 pts 6-7 REACTIONS. (lb/size) 7=623/Mechanical, 10=651/0-3-8 Max Horz 10=568(LC 6) Max Uplift 7=-373(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-519/0, 3-5=-398/0, 2-10=-614/0 BOT CHORD 9-10=-557/73, 8-9=-267/287 WEBS 5-8=-89/321, 5-7=-471/322, 2-9=0/308 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=373. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=97/Mechanical, 2=245/0-3-8, 4=37/Mechanical Max Horz 2=127(LC 6) Max Uplift 3=-63(LC 6), 2=-27(LC 6) Max Grav 3=97(LC 1), 2=245(LC 1), 4=74(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=97/Mechanical, 2=245/0-3-8, 4=37/Mechanical Max Horz 2=127(LC 6) Max Uplift 3=-63(LC 6), 2=-27(LC 6) Max Grav 3=97(LC 1), 2=245(LC 1), 4=74(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=188/0-3-8, 3=-40/Mechanical, 4=-10/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-25(LC 6), 3=-40(LC 1), 4=-39(LC 6) Max Grav 5=188(LC 1), 3=17(LC 6), 4=8(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=187/0-3-8, 3=36/Mechanical, 4=13/Mechanical Max Horz 5=151(LC 6) Max Uplift 3=-53(LC 6), 4=-15(LC 6) Max Grav 5=187(LC 1), 3=36(LC 1), 4=35(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=187/0-3-8, 3=36/Mechanical, 4=13/Mechanical Max Horz 5=151(LC 6) Max Uplift 3=-53(LC 6), 4=-15(LC 6) Max Grav 5=187(LC 1), 3=36(LC 1), 4=35(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=188/0-3-8, 3=-40/Mechanical, 4=-10/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-25(LC 6), 3=-40(LC 1), 4=-39(LC 6) Max Grav 5=188(LC 1), 3=17(LC 6), 4=8(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=201/0-3-8, 3=54/Mechanical, 4=21/Mechanical Max Horz 5=111(LC 6) Max Uplift 5=-21(LC 6), 3=-39(LC 6) Max Grav 5=201(LC 1), 3=54(LC 1), 4=44(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.13 0.05 0.06 (loc) 4-5 4-5 3 4-5 l/defl >999 >520 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=313/0-3-8, 3=147/Mechanical, 4=65/Mechanical Max Horz 5=183(LC 6) Max Uplift 3=-91(LC 6) Max Grav 5=313(LC 1), 3=147(LC 1), 4=105(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/68 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.05 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=223/0-3-8, 3=75/Mechanical, 4=31/Mechanical Max Horz 5=200(LC 6) Max Uplift 3=-101(LC 6), 4=-25(LC 6) Max Grav 5=223(LC 1), 3=75(LC 1), 4=59(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=101. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=184/0-3-8, 3=30/Mechanical, 4=13/Mechanical Max Horz 5=154(LC 6) Max Uplift 3=-63(LC 6), 4=-36(LC 6) Max Grav 5=184(LC 1), 3=30(LC 1), 4=33(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=198/0-3-8, 3=-61/Mechanical, 4=-9/Mechanical Max Horz 5=109(LC 6) Max Uplift 5=-2(LC 4), 3=-61(LC 1), 4=-92(LC 6) Max Grav 5=198(LC 1), 3=16(LC 4), 4=6(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 2-6-10 11-10-1 2-6-10 14.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.34 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22,7-23,6-24,9-21,10-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 6-24, 9-21, 10-20 REACTIONS. All bearings 15-11-0. (lb) - Max Horz 28=-309(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-461(LC 4), 16=-450(LC 5), 27=-419(LC 5), 17=-411(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=426(LC 5), 16=416(LC 4), 22=519(LC 7), 27=427(LC 4), 17=419(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-234/295, 2-3=-244/319, 4-5=-39/294, 5-6=-24/364, 6-7=-26/462, 7-8=-28/471, 8-9=-28/471, 9-10=-26/462, 10-11=-24/364, 11-12=-34/294, 13-14=-237/312, 14-16=-227/289 WEBS 8-22=-632/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=461, 16=450, 27=419, 17=411. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 1-5-8 10-8-15 1-5-8 14.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.19 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS. All bearings 15-11-0. (lb) - Max Horz 28=-271(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-272(LC 4), 16=-247(LC 5), 27=-246(LC 5), 17=-231(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=301(LC 5), 16=277(LC 4), 22=423(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-22/252, 6-7=-20/340, 7-8=-26/370, 8-9=-26/370, 9-10=-20/340, 10-11=-22/252 WEBS 8-22=-492/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=272, 16=247, 27=246, 17=231. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 3-6-0 9-0-7 5-6-7 13-9-4 4-8-13 19-0-8 5-3-4 23-9-5 4-8-13 29-3-12 5-6-7 32-9-12 3-6-0 34-0-4 1-2-8 1-5-8 12-0-0 1-5-8 12-0-0 14.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [8:0-2-11,Edge], [19:0-1-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.66 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.02 0.01 (loc) 13-14 13-14 13 14 l/defl >999 >509 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,9-14,2-29,4-29,11-13,9-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 32-33,34-35,41-43,18-44,48-49,50-51: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 6-22, 6-17, 7-16, 8-16 REACTIONS. All bearings 13-11-0 except (jt=length) 13=0-8-0, 17=0-3-8, 17=0-3-8. (lb) - Max Horz 29=-303(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 13, 28 except 22=-188(LC 5), 18=-207(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 23, 24, 25, 26, 27, 28 except 22=845(LC 1), 29=310(LC 10), 13=946(LC 11), 17=975(LC 11), 17=966(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-353/186, 7-8=-354/186, 8-9=-753/176 BOT CHORD 28-29=-196/268, 27-28=-196/268, 26-27=-196/268, 25-26=-196/268, 24-25=-196/268, 23-24=-196/268, 22-23=-196/268, 14-16=-18/404, 13-14=0/471 WEBS 5-22=-347/99, 6-22=-379/122, 6-17=-556/91, 6-16=-68/641, 7-16=-317/140, 8-14=-38/346, 9-13=-761/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 13, 28 except (jt=lb) 22=188, 18=207. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-4-8 19-4-8 -1-2-8 1-2-8 9-8-4 9-8-4 19-4-8 9-8-4 20-7-0 1-2-8 1-5-8 12-9-2 1-5-8 14.00 12 Plate Offsets (X,Y)-- [10:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.23 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-27,9-28,8-30,11-26,12-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-27, 9-28, 8-30, 11-26, 12-25 REACTIONS. All bearings 19-4-8. (lb) - Max Horz 35=320(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 28, 30, 31, 32, 33, 26, 25, 24, 23, 22 except 35=-278(LC 4), 20=-251(LC 5), 34=-258(LC 5), 21=-241(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 except 35=321(LC 5), 20=294(LC 4), 27=495(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/268, 7-8=-22/311, 8-9=-23/403, 9-10=-26/414, 10-11=-26/414, 11-12=-23/403, 12-13=-22/311 WEBS 10-27=-550/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 30, 31, 32, 33, 26, 25, 24, 23, 22 except (jt=lb) 35=278, 20=251, 34=258, 21=241. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 CSI. TC BC WB Matrix-MS 0.19 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.01 0.02 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=372/0-3-8, 5=206/0-1-8 Max Horz 2=179(LC 5) Max Uplift 2=-110(LC 5), 5=-107(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=110, 5=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 112 lb up at 1-6-4, and 69 lb down and 88 lb up at 3-7-7, and 52 lb down and 64 lb up at 3-10-12 on top chord, and 3 lb down and 40 lb up at 1-6-4, and 0 lb down at 3-7-7, and 5 lb down and 25 lb up at 3-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 10=37(B) 13=3(F=-0, B=3) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.37 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=469/0-3-8, 4=346/0-1-8 Max Horz 5=238(LC 5) Max Uplift 5=-237(LC 5), 4=-256(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-376/172 BOT CHORD 4-5=-380/199 WEBS 2-4=-186/371 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=237, 4=256. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 132 lb up at 1-3-10, 66 lb down and 56 lb up at 2-0-15, 53 lb down and 72 lb up at 3-8-3, and 78 lb down and 118 lb up at 5-9-5, and 57 lb down and 119 lb up at 6-0-11 on top chord, and 3 lb down and 92 lb up at 1-3-10, 3 lb down and 1 lb up at 2-0-15, 5 lb down and 45 lb up at 3-8-3, and 32 lb down at 5-9-5, and 12 lb down and 39 lb up at 6-0-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=44(B) 9=-40(F=-36, B=-4) 11=1(F) 12=3(B) 13=-35(F=-28, B=-7) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018 WB Matrix-P 0.22 0.01 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=345/0-3-8, 4=-116/0-1-8 Max Horz 5=119(LC 6) Max Uplift 4=-116(LC 1) Max Grav 5=345(LC 1), 4=27(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-334/4 WEBS 2-4=-0/294 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=116. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 6,2018