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HomeMy WebLinkAboutGN012.0 truss sealRe: 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: I35473742 thru I35473768 My license renewal date for the state of Indiana is July 31, 2020. B18803377 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: McKenzie 22 Hamlet 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 4,2018 Liu, Xuegang Job B18803377 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473742 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:01:54 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-EORSmNBxeDJBcBdOnhgbLmafMSDGKvzr40vvIvyCLth Scale = 1:18.2 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 3-7-13 2-1-13 -1-8-8 1-8-8 3-7-13 3-7-13 2-2-4 3-0-9 0-6-0 2-6-9 3-0-9 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 Job B18803377 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473743 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:01:55 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-ib_q_jCZPWR2EKCbLPBquz6ocsY?3M2?IgeSqLyCLtg Scale = 1:21.2 1 2 6 5 7 3 8 2x4 4 4x6 2x4 1-6-0 1-6-0 5-7-2 4-1-2 -1-8-8 1-8-8 5-7-2 5-7-2 2-2-4 3-6-1 3-0-1 3-6-1 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 Job B18803377 Truss GE01 Truss Type GABLE Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473744 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:01:55 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-ib_q_jCZPWR2EKCbLPBquz6sNsaG3Mv?IgeSqLyCLtg Scale = 1:19.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-8-0 11-8-0 1-3-1 1-6-0 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803377 Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473745 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:01:56 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-AnYCB3DBAqZvrUnnu6i3RBfrcGsBojb8XKO0MnyCLtf Scale = 1:66.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 3x4 10 9 4x6 3x6 4x8 3x4 3x6 4x6 4x6 4x8 2x4 5x12 5x12 2x4 3x6 3x6 2x4 7-9-11 7-9-11 15-3-13 7-6-3 22-10-0 7-6-3 23-1-8 0-3-8 31-2-12 8-1-4 39-11-0 8-8-4 7-9-11 7-9-11 15-3-13 7-6-3 22-10-0 7-6-3 31-2-12 8-4-12 39-11-0 8-8-4 1-6-1 2-4-1 Job B18803377 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473746 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:01:58 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-6AgyckERhRpd5oxA0XkXWckNQ3btGjmR?et6RgyCLtd Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x6 3x6 3x6 3x6 37-7-8 37-7-8 37-7-8 37-7-8 1-6-1 2-3-8 0.25 12 Plate Offsets (X,Y)-- [13:0-2-9,0-1-8], [26:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.02 0.02 DEFL. Job B18803377 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473747 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:01:59 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-aMELp4F4SlxUiyWMaEFm2pHY7Tx3?A5aDIcgz6yCLtc Scale = 1:14.7 1 2 3 6 5 4 2x4 2x4 2x4 2x4 2x4 2x4 2-3-8 2-3-8 2-3-8 2-4-1 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803377 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473748 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:00 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-2Yoj1QGiD33LK64Y7yn?b1pjrtHJkdHkSyMDVYyCLtb Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 2x4 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-0 17-3-0 17-3-0 17-3-0 1-11-12 2-4-1 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 Job B18803377 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473749 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:00 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-2Yoj1QGiD33LK64Y7yn?b1pgWtFUkcYkSyMDVYyCLtb Scale = 1:18.4 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-7-8 1-3-8 -1-2-8 1-2-8 2-7-8 2-7-8 2-2-4 3-0-12 2-8-9 3-0-12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 B18803377 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473750 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:01 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-XkM5EmHK_MBCyFflhfIE8EMqGHcdT4vthc5m1?yCLta Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-0-7 0-8-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-4 2-10-6 2-6-3 2-10-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 B18803377 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473751 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:01 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-XkM5EmHK_MBCyFflhfIE8EMqGHcdT4vthc5m1?yCLta Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-0-7 0-8-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-4 2-10-6 2-6-3 2-10-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 B18803377 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473752 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:02 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-?xvTS6IylgK3ZPExFNpTgSv_ghwTCWp1vGrKaRyCLtZ Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 4-0-0 2-8-0 -1-2-8 1-2-8 4-0-0 4-0-0 2-2-4 3-6-4 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 Job B18803377 Truss M01 Truss Type MONOPITCH Qty 16 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473753 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:03 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-T7TrfSIaW_SwBZp7p4KiDfR7R4DvxnHA8wat6tyCLtY Scale = 1:19.2 1 2 3 6 5 4 3x4 4x6 3x4 4x6 4x6 4x6 5-10-0 5-10-0 11-8-0 5-10-0 5-10-0 5-10-0 11-8-0 5-10-0 1-3-1 1-6-0 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job B18803377 Truss M02 Truss Type MONOPITCH Qty 8 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473754 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:04 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-xJ1EtoJCHHanpjOJMorxlt_DsUU3gDmJNaKReJyCLtX Scale = 1:66.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 4x8 3x6 4x8 3x4 3x6 4x8 4x6 6x16 2x4 6x16 2x4 5x12 2x4 3x6 3x6 7-9-11 7-9-11 15-3-13 7-6-3 22-10-0 7-6-3 31-2-12 8-4-12 39-11-0 8-8-4 7-9-11 7-9-11 15-3-13 7-6-3 22-10-0 7-6-3 31-2-12 8-4-12 39-11-0 8-8-4 1-6-1 2-4-1 0.25 12 Plate Offsets (X,Y)-- [8:0-3-7,0-2-0], [15:0-3-8,0-2-0] Job B18803377 Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473755 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:05 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-PWbc47Kq2bieQtzWwVMAI4XOFuq9PfTTcD3_BmyCLtW Scale = 1:63.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 4x8 3x6 3x4 4x6 4x8 3x6 4x6 6x16 2x4 8x10 2x4 8x8 4x6 3x6 3x6 7-9-11 7-9-11 15-3-13 7-6-3 22-10-0 7-6-3 30-1-0 7-3-0 37-7-8 7-6-8 7-9-11 7-9-11 15-3-13 7-6-3 22-10-0 7-6-3 30-1-0 7-3-0 37-7-8 7-6-8 1-6-1 2-3-8 0.25 12 Plate Offsets (X,Y)-- [10:0-3-8,Edge], [15:0-3-8,0-2-0] Job B18803377 Truss M04 Truss Type Monopitch Qty 3 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473756 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:06 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-ti9_HTLTpvqU21YiUDtPqI3ZNIF_8GTcqtpXjCyCLtV Scale = 1:28.7 1 2 3 4 8 7 6 5 3x4 4x8 3x6 4x8 3x4 3x6 5x8 2x4 8-7-8 8-7-8 17-3-0 8-7-8 8-7-8 8-7-8 17-3-0 8-7-8 1-11-12 2-4-1 0.25 12 Plate Offsets (X,Y)-- [4:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803377 Truss M05 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473757 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:06 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-ti9_HTLTpvqU21YiUDtPqI3fjIHw8LFcqtpXjCyCLtV Scale = 1:21.6 1 2 3 5 4 2x4 2x4 3x4 3x4 4-7-8 4-7-8 -1-2-8 1-2-8 4-7-8 4-7-8 2-2-4 3-8-12 3-5-4 0-3-8 3-8-12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 Job B18803377 Truss M06 Truss Type MONOPITCH Qty 9 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473758 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:07 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-LujMVpL5aCyLgA7u2wPeNVclcibptoPm3XY5FeyCLtU Scale = 1:25.6 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-4 4-2-4 3-10-12 0-3-8 4-2-4 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.66 Job B18803377 Truss T01 Truss Type Hip Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473759 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:08 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-p5Hki9MjLW4CHKi5bdwtwj9rI5r4c2VvIBIen5yCLtT Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8 4x8 4x8 3x4 3x6 6x16 2x4 3x8 6x10 3x4 6x10 6x16 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 28-5-8 1-2-8 2-2-4 4-8-11 4-10-4 2-2-4 4-8-11 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-1-8] Job B18803377 Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473760 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:08 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-p5Hki9MjLW4CHKi5bdwtwj9v75oUc6NvIBIen5yCLtT Scale = 1:49.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 5x12 3x6 3x8 3x6 3x6 3x6 3x4 4x6 4x6 3x4 10-0-0 10-0-0 17-3-0 7-3-0 27-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 17-3-0 7-3-0 22-1-4 4-10-4 27-3-0 5-1-12 28-5-8 1-2-8 2-2-4 5-4-11 5-6-4 2-2-4 Job B18803377 Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473761 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:09 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-IHr7wVNL6qC3vUGH9LR6Swh7gVEsLYM2Wr1CKXyCLtS Scale = 1:49.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 4x6 5x12 2x4 3x6 5x8 4x10 3x6 3x6 3x8 3x4 3x6 2x4 4x6 7-11-4 7-11-4 12-0-0 4-0-12 15-3-0 3-3-0 21-3-0 6-0-0 27-3-0 6-0-0 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 15-3-0 3-3-0 21-3-0 6-0-0 27-3-0 6-0-0 28-5-8 1-2-8 Job B18803377 Truss T04 Truss Type COMMON Qty 7 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473762 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:10 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-mTOV7rOzt7KwXerTj2yL?8EGdvUO42EClVnlszyCLtR Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 4x8 3x6 3x8 4x6 3x6 4x6 3x6 3x6 3x8 3x6 7-11-4 7-11-4 17-5-6 9-6-2 27-3-0 9-9-10 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-4 6-8-12 2-2-4 4.00 12 LOADING (psf) TCLL TCDL Job B18803377 Truss T05 Truss Type COMMON Qty 3 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473763 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:10 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-mTOV7rOzt7KwXerTj2yL?8EFLvTT4xdClVnlszyCLtR Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x6 3x6 3x6 4x6 3x6 4x6 3x6 3x8 3x8 3x6 9-2-3 9-2-3 18-0-13 8-10-11 27-3-0 9-2-3 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-4 6-8-12 2-2-4 4.00 12 LOADING (psf) TCLL TCDL Job B18803377 Truss T06 Truss Type Roof Special Qty 3 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473764 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:11 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-EgytLBPbeRSn9oQgHmTaXLnP7JsLpNFL_9WIOPyCLtQ Scale = 1:49.3 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 4x6 2x4 2x4 3x6 2x4 3x6 5x12 8x10 5x12 3x6 4x6 5x10 MT18HS 3x8 3x6 3x6 6x16 0-6-0 4-7-8 4-7-8 5-3-8 0-8-0 9-2-3 3-10-11 18-0-13 8-10-10 27-3-0 9-2-3 -1-2-8 1-2-8 4-7-8 4-7-8 Job B18803377 Truss TG01 Truss Type Flat Girder Qty 1 Ply 3 McKenzie 22 Hamlet Job Reference (optional) I35473765 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:13 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-A24dltQs92iVO5a2OBV2dmsjK6XZHJgeRT?PTIyCLtO Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 9 3x8 6x8 3x6 3x12 8x10 5x8 3x6 2x4 5x12 2x4 2x4 5x12 3x6 4x10 2x4 5x12 4-5-7 4-5-7 8-7-5 4-1-15 12-9-4 4-1-15 15-11-5 3-2-1 19-1-7 3-2-1 22-7-0 3-5-9 4-5-7 4-5-7 8-7-5 4-1-15 12-9-4 4-1-15 15-11-5 3-2-1 19-1-7 3-2-1 22-7-0 3-5-9 1-6-0 LOADING (psf) Job B18803377 Truss TG01 Truss Type Flat Girder Qty 1 Ply 3 McKenzie 22 Hamlet Job Reference (optional) I35473765 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:13 2018 Page 2 ID:CEuqc7_6VX2rPZi213Y_20yigU4-A24dltQs92iVO5a2OBV2dmsjK6XZHJgeRT?PTIyCLtO NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 610 lb down and 51 lb up at 1-4-12, 366 lb down and 35 lb up at 1-4-12, 610 lb down and 51 lb up at 2-8-12, 366 lb down and 35 lb up at 2-8-12, 610 lb down and 51 lb up at 4-0-12, 366 lb down and 35 lb up at 4-0-12, 610 lb down and 51 lb up at 5-4-12, 366 lb down and 35 lb up at 5-4-12, 610 lb down and 51 lb up at 6-8-12, 366 lb down and 35 lb up at 6-8-12, 610 lb down and 51 lb up at 8-0-12 , 366 lb down and 35 lb up at 8-0-12, 610 lb down and 51 lb up at 9-4-12, 366 lb down and 35 lb up at 9-4-12, 610 lb down and 51 lb up at 10-8-12, 366 lb down and 35 lb up at 10-8-12, 618 lb down and 52 lb up at 12-0-12, 366 lb down and 35 lb up at 12-0-12, 618 lb down and 52 lb up at 13-4-12, 366 lb down and 35 lb up at 13-4-12, 618 lb down and 52 lb up at 14-8-12, 366 lb down and 35 lb up at 14-8-12, 618 lb down and 52 lb up at 16-0-12, 366 lb down and 35 lb up at 16-0-12, 618 lb down and 52 lb up at 17-4-12, 366 lb down and 35 lb up at 17-4-12, 618 lb down and 52 lb up at 18-8-12, 366 lb down and 35 lb up at 18-8-12, 618 lb down and 52 lb up at 20-0-12, 366 lb down and 35 lb up at 20-0-12, and 618 lb down and 52 lb up at 21-4-12, and 366 lb down and 35 lb up at 21-4-12 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: 1-8=-80, 9-16=-20 Concentrated Loads (lb) Vert: 14=-976(F=-610, B=-366) 11=-984(F=-618, B=-366) 17=-976(F=-610, B=-366) 18=-976(F=-610, B=-366) 19=-976(F=-610, B=-366) 20=-976(F=-610, B=-366) 21=-976(F=-610, B=-366) 22=-976(F=-610, B=-366) 23=-976(F=-610, B=-366) 24=-984(F=-618, B=-366) 25=-984(F=-618, B=-366) 26=-984(F=-618, B=-366) 27=-984(F=-618, B=-366) 28=-984(F=-618, B=-366) 29=-984(F=-618, B=-366) 30=-984(F=-618, B=-366) 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 B18803377 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 22 Hamlet Job Reference (optional) I35473766 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:14 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-eFe0zCRUwMqM0F9Eyu1H9_P_LWsx0olog7ly?kyCLtN Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 4x6 4x6 3x4 4x8 6x10 2x4 3x8 4x8 3x4 4x8 6x10 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 28-5-8 1-2-8 2-2-4 4-0-11 4-2-4 2-2-4 4-0-11 4.00 12 Job B18803377 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 22 Hamlet Job Reference (optional) I35473766 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:14 2018 Page 2 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-eFe0zCRUwMqM0F9Eyu1H9_P_LWsx0olog7ly?kyCLtN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-13=-20 Concentrated Loads (lb) Vert: 12=-253 9=-253 14=-370(B) 15=-253 16=-253 17=-253 18=-253 19=-253 20=-253 21=-253 22=-370(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 B18803377 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473767 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:14 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-eFe0zCRUwMqM0F9Eyu1H9_P3_W3Q0x2og7ly?kyCLtN Scale = 1:18.2 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x10 3x4 2-7-8 2-7-8 4-7-8 2-0-0 -1-2-8 1-2-8 2-7-8 2-7-8 4-7-8 2-0-0 2-2-4 3-0-12 4.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 B18803377 Truss TG04 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35473768 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 12:02:15 2018 Page 1 ID:cwV2WBSy?PMnP13lYdTFoiyCkpv-6RCOAYS6hgyDdPkRWbYWiBxD9wO4lOKxvnUWXByCLtM Scale = 1:22.9 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x10 3x4 4-0-0 4-0-0 6-0-0 2-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-0-0 2-0-0 2-2-4 3-6-4 4.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 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. CSI. TC BC WB Matrix-S 0.30 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -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: 33 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=390/Mechanical, 7=462/0-3-8 Max Horz 7=88(LC 5) Max Uplift 5=-121(LC 5), 7=-85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-421/103 WEBS 3-5=-345/123 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) Provide adequate drainage to prevent water ponding. 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) 7 except (jt=lb) 5=121. 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) 129 lb down and 74 lb up at 4-0-0 on top chord, and 87 lb down and 90 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(B) 3=-129(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. December 4,2018 CSI. TC BC WB Matrix-P 0.20 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 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 4-7-8 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=240/Mechanical, 7=368/0-3-8 Max Horz 7=74(LC 5) Max Uplift 5=-85(LC 4), 7=-87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-337/96 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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 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) 116 lb down and 116 lb up at 2-7-8 on top chord, and 67 lb down and 97 lb up at 2-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-67(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. December 4,2018 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.56 0.83 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.32 0.06 0.11 (loc) 9-10 9-10 8 9-10 l/defl >999 >997 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 256 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* 4-12,4-9,2-12,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=2934/0-3-8, 8=2992/0-3-8 Max Horz 13=30(LC 5) Max Uplift 13=-557(LC 3), 8=-572(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4160/787, 3-4=-3859/761, 4-5=-3957/787, 5-6=-4264/815, 2-13=-2827/558, 6-8=-2892/576 BOT CHORD 10-12=-1073/5945, 9-10=-1073/5945 WEBS 3-12=-150/891, 4-12=-2405/434, 4-10=-171/1180, 4-9=-2296/405, 5-9=-159/924, 2-12=-709/3950, 6-9=-737/4056 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) 13=557, 8=572. 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) 370 lb down and 133 lb up at 4-0-12, 253 lb down and 67 lb up at 6-0-12, 253 lb down and 67 lb up at 8-0-12, 253 lb down and 67 lb up at 10-0-12, 253 lb down and 67 lb up at 12-0-12, 253 lb down and 67 lb up at 14-0-12, 253 lb down and 67 lb up at 16-0-12, 253 lb down and 67 lb up at 18-0-12, 253 lb down and 67 lb up at 20-0-12, and 253 lb down and 67 lb up at 21-2-4, and 370 lb down and 133 lb up at 23-2-4 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. December 4,2018 TCLL TCDL BCLL BCDL 30.0 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 0.90 0.78 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.32 0.02 0.08 (loc) 13-15 13-15 9 13-15 l/defl >932 >480 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 319 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-16,8-9,1-15,3-15,3-12: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=4048/0-3-8, 9=2722/0-3-8, 12=11136/0-5-8 Max Horz 16=32(LC 4) Max Uplift 16=-347(LC 3), 9=-233(LC 4), 12=-954(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2627/247, 1-2=-9868/850, 2-3=-9868/850, 3-4=-473/5479, 4-6=-473/5479, 6-7=-4519/394, 7-8=-4519/394, 8-9=-1580/152 BOT CHORD 15-16=-99/842, 13-15=-603/6884, 12-13=-603/6884, 11-12=-128/1377, 10-11=-128/1377, 9-10=-51/480 WEBS 1-15=-796/9328, 3-15=-267/3090, 3-13=-164/2314, 3-12=-12807/1100, 4-12=-620/99, 6-12=-7273/627, 6-11=-91/1232, 6-10=-283/3333, 8-10=-363/4264 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: 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) 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 4) Provide adequate drainage to prevent water ponding. 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) 16=347, 9=233, 12=954. 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. 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. December 4,2018 5-3-8 0-8-0 9-2-3 3-10-11 13-7-8 4-5-5 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-4 6-8-12 2-2-4 2-1-14 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [16:0-2-12,0-3-8], [17:0-7-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.81 0.76 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.71 0.34 0.12 (loc) 11-13 11-13 10 15 l/defl >825 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 128 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-17,10-12: 2x4 SPF 2100F 1.8E, 4-14: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 13-16,5-16,2-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 7-10 REACTIONS. (lb/size) 10=1528/0-3-8, 19=1536/0-3-8 Max Horz 19=54(LC 6) Max Uplift 10=-96(LC 5), 19=-91(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4272/323, 3-4=-4340/343, 4-5=-4242/352, 5-6=-1983/286, 6-7=-1963/256, 2-19=-1458/199, 8-10=-398/154 BOT CHORD 16-17=-182/4115, 11-13=-33/1527, 10-11=-109/1817 WEBS 13-16=-67/2194, 5-16=-147/2856, 6-13=-56/637, 6-11=-15/533, 7-10=-2007/159, 2-17=-225/3929, 5-13=-1476/167 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) All plates are MT20 plates unless otherwise indicated. 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, 19. 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. December 4,2018 BCLL BCDL 30.0 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 0.75 0.93 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.53 0.09 0.05 (loc) 9-11 9-11 8 9-11 l/defl >898 >612 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (lb/size) 12=1525/0-3-8, 8=1525/0-3-8 Max Horz 12=54(LC 6) Max Uplift 12=-97(LC 4), 8=-97(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1955/261, 4-5=-1955/261, 2-12=-400/154, 6-8=-400/154 BOT CHORD 11-12=-113/1809, 9-11=-35/1528, 8-9=-113/1809 WEBS 4-9=-22/527, 4-11=-22/527, 3-12=-1997/166, 5-8=-1997/166 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 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. December 4,2018 BCLL BCDL 30.0 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 0.67 0.87 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.51 0.03 0.02 (loc) 9-11 8-9 8 9 l/defl >717 >447 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 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: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-8 REACTIONS. (lb/size) 11=1715/0-3-8, 12=316/0-3-8, 8=1035/0-3-8 Max Horz 12=54(LC 6) Max Uplift 11=-44(LC 6), 12=-68(LC 4), 8=-97(LC 7) Max Grav 11=1715(LC 1), 12=383(LC 10), 8=1035(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/336, 4-5=-974/172, 2-12=-376/155, 6-8=-391/152 BOT CHORD 9-11=0/499, 8-9=-61/1018 WEBS 3-11=-617/190, 4-11=-1128/78, 4-9=-11/683, 5-9=-350/164, 5-8=-1080/101 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 8. 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. December 4,2018 2-2-4 6-0-11 6-2-4 2-2-4 6-0-11 4.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.56 0.51 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.02 0.02 (loc) 14-15 14-15 9 10-11 l/defl >961 >393 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 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 4-11-13 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, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 14=1338/0-3-8, 15=509/0-3-8, 9=1066/0-3-8 Max Horz 15=48(LC 6) Max Uplift 14=-41(LC 4), 15=-77(LC 4), 9=-103(LC 5) Max Grav 14=1338(LC 1), 15=530(LC 10), 9=1066(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-618/156, 4-5=-512/169, 5-6=-882/171, 6-7=-1192/167, 2-15=-345/142, 7-9=-1010/188 BOT CHORD 13-14=-369/103, 11-13=-3/753, 10-11=-55/1066 WEBS 3-14=-1310/215, 3-13=-77/1059, 5-13=-533/34, 5-11=0/330, 6-11=-385/80, 7-10=-69/1054 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15 except (jt=lb) 9=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. 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. December 4,2018 5-4-11 4.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.90 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.66 0.08 0.04 (loc) 9-10 9-10 9 10-12 l/defl >999 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (lb/size) 13=1456/0-3-8, 9=1456/0-3-8 Max Horz 13=-42(LC 7) Max Uplift 13=-115(LC 4), 9=-115(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1821/217, 4-5=-1677/226, 5-6=-1821/217, 2-13=-332/127, 7-9=-332/127 BOT CHORD 12-13=-104/1493, 10-12=-43/1676, 9-10=-104/1493 WEBS 3-12=0/390, 6-10=0/389, 3-13=-1746/188, 6-9=-1746/188 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=115, 9=115. 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. December 4,2018 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.98 0.74 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.28 0.05 0.06 (loc) 10 8-9 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 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* 2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1456/0-3-8, 8=1456/0-3-8 Max Horz 13=36(LC 6) Max Uplift 13=-123(LC 4), 8=-123(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1896/197, 3-4=-1702/216, 4-5=-1702/216, 5-6=-1896/197, 2-13=-1379/220, 6-8=-1379/220 BOT CHORD 10-12=-94/2088, 9-10=-94/2088 WEBS 4-12=-629/70, 4-9=-629/70, 2-12=-44/1530, 6-9=-44/1530 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=123, 8=123. 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. December 4,2018 0.35 0.06 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: 26 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) 5=407/0-3-8, 4=273/0-1-8 Max Horz 5=108(LC 6) Max Uplift 5=-35(LC 4), 4=-55(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/98 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) 5, 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. December 4,2018 Matrix-P 0.35 0.20 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >984 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=342/0-3-8, 4=200/0-1-8 Max Horz 5=94(LC 6) Max Uplift 5=-34(LC 4), 4=-50(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/76 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) 5, 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. December 4,2018 TC BC WB Matrix-S 0.75 0.33 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.00 0.06 (loc) 6 5-6 5 6 l/defl >999 >759 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 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* 1-6,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=565/0-5-8, 5=565/0-5-8 Max Horz 8=40(LC 5) Max Uplift 8=-40(LC 4), 5=-39(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-509/71, 1-2=-1520/132, 2-4=-1521/136, 4-5=-509/71 WEBS 1-6=-107/1425, 2-6=-508/128, 4-6=-114/1463 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) Provide adequate drainage to prevent water ponding. 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) 8, 5. 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. December 4,2018 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.69 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.62 0.02 0.15 (loc) 13-15 13-15 12 13-15 l/defl >909 >438 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* 1-15,2-13,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. REACTIONS. (lb/size) 16=631/Mechanical, 9=294/0-5-8, 12=1564/0-7-0 Max Horz 16=26(LC 5) Max Uplift 16=-44(LC 4), 9=-21(LC 4), 12=-107(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-573/75, 1-2=-2277/179, 2-4=-1392/116, 4-5=-1392/120, 5-7=-335/40 BOT CHORD 13-15=-160/2272, 12-13=-1417/117, 10-12=-1422/117, 9-10=-15/331 WEBS 1-15=-165/2123, 2-13=-899/67, 4-13=-383/96, 5-12=-1435/173, 5-10=-133/1800, 7-10=-328/95, 7-9=-263/24, 5-13=-217/2875 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 16, 9 except (jt=lb) 12=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. 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. December 4,2018 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.68 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.61 0.01 0.15 (loc) 13-15 13-15 12 13-15 l/defl >928 >445 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 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* 1-15,2-13,5-13,5-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. REACTIONS. (lb/size) 16=624/Mechanical, 9=387/0-5-8, 12=1631/0-7-0 Max Horz 16=27(LC 5) Max Uplift 16=-43(LC 4), 9=-27(LC 6), 12=-112(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-566/74, 1-2=-2238/174, 2-4=-1314/107, 4-5=-1313/111, 5-7=-676/64, 7-8=-676/68, 8-9=-329/59 BOT CHORD 13-15=-156/2234, 12-13=-1490/126, 10-12=-1495/126 WEBS 1-15=-160/2085, 2-13=-940/71, 4-13=-376/94, 5-13=-217/2869, 5-12=-1497/184, 5-10=-166/2209, 7-10=-473/120, 8-10=-46/590 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 16, 9 except (jt=lb) 12=112. 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. December 4,2018 Matrix-S 0.41 0.35 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.01 0.04 (loc) 5 5 4 5 l/defl >999 >926 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 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 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=379/0-3-8, 4=379/Mechanical Max Horz 6=15(LC 6) Max Uplift 6=-26(LC 4), 4=-27(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-330/67, 1-2=-1095/151 BOT CHORD 4-5=-155/1092 WEBS 1-5=-123/968, 2-4=-1006/143 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) Provide adequate drainage to prevent water ponding. 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) 6, 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. December 4,2018 0.28 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.04 0.03 (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: 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=317/0-3-8, 3=132/Mechanical, 4=38/Mechanical Max Horz 6=89(LC 6) Max Uplift 6=-34(LC 4), 3=-34(LC 4), 4=-15(LC 6) Max Grav 6=317(LC 1), 3=132(LC 1), 4=76(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-279/10 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) 6, 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. December 4,2018 WB Matrix-P 0.20 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=240/0-3-8, 3=33/Mechanical, 4=18/Mechanical Max Horz 6=68(LC 6) Max Uplift 6=-36(LC 4), 3=-7(LC 7), 4=-46(LC 6) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(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) 6, 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. December 4,2018 WB Matrix-P 0.20 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=240/0-3-8, 3=33/Mechanical, 4=18/Mechanical Max Horz 6=68(LC 6) Max Uplift 6=-36(LC 4), 3=-7(LC 7), 4=-46(LC 6) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(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) 6, 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. December 4,2018 WB Matrix-P 0.20 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=260/0-3-8, 3=66/Mechanical, 4=24/Mechanical Max Horz 6=75(LC 6) Max Uplift 6=-34(LC 4), 3=-13(LC 4), 4=-33(LC 6) Max Grav 6=260(LC 1), 3=66(LC 1), 4=48(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) 6, 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. December 4,2018 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 16 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 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 17-3-0. (lb) - Max Horz 30=40(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 Max Grav All reactions 250 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 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) 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. 3) Provide adequate drainage to prevent water ponding. 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) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29. 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. December 4,2018 n/a 0.00 (loc) - - 4 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 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=22/2-3-8, 4=36/2-3-8, 5=76/2-3-8 Max Horz 6=39(LC 5) Max Uplift 6=-25(LC 4), 4=-15(LC 5), 5=-6(LC 6) Max Grav 6=26(LC 5), 4=36(LC 1), 5=76(LC 1) 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) 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. 3) Provide adequate drainage to prevent water ponding. 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) 6, 4, 5. 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. December 4,2018 Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 32 l/defl n/a n/a n/a L/d 999 999 n/a 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 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 37-7-8. (lb) - Max Horz 62=39(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 62, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61 Max Grav All reactions 250 lb or less at joint(s) 62, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61 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) 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. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 62, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61. 11) 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. December 4,2018 0.25 12 Plate Offsets (X,Y)-- [8:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.29 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.29 -0.01 0.05 (loc) 10 9-10 9 10 l/defl >999 >705 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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* 5-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 23-1-8 except (jt=length) 9=0-5-8, 12=0-3-8, 12=0-3-8. (lb) - Max Horz 16=27(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 9, 15, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 16 except 9=513(LC 1), 15=544(LC 1), 13=449(LC 1), 12=927(LC 1), 12=927(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-1256/109, 7-8=-1257/113, 8-9=-455/68 BOT CHORD 12-13=-284/32, 10-12=-287/33 WEBS 2-15=-417/105, 4-13=-381/94, 5-12=-809/130, 5-10=-116/1568, 7-10=-478/120, 8-10=-92/1184 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 1-4-0 oc. 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) 16, 9, 15, 13, 12. 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. 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. December 4,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 11 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 11-8-0. (lb) - Max Horz 20=22(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19 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) 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. 3) Provide adequate drainage to prevent water ponding. 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) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19. 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. December 4,2018 BC WB Matrix-P 0.27 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.03 0.03 (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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=443/0-4-9, 3=190/Mechanical, 4=54/Mechanical Max Horz 6=85(LC 5) Max Uplift 6=-125(LC 3), 3=-45(LC 3), 4=-47(LC 5) Max Grav 6=443(LC 1), 3=190(LC 1), 4=108(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-389/62 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 and right 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 6, 45 lb uplift at joint 3 and 47 lb uplift at joint 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down at 2-9-8, and 41 lb down at 2-9-8 on top chord, and 57 lb up at 2-9-8, and 57 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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=-80, 2-3=-80, 4-6=-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. December 4,2018 BC WB Matrix-P 0.18 0.07 0.01 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=217/0-4-9, 3=-7/Mechanical, 4=82/Mechanical Max Horz 6=-34(LC 4) Max Uplift 6=-34(LC 4), 3=-7(LC 1), 4=-41(LC 6) Max Grav 6=217(LC 1), 3=87(LC 8), 4=82(LC 1) 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 34 lb uplift at joint 6, 7 lb uplift at joint 3 and 41 lb uplift at joint 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 15 lb up at -1-8-8, and 33 lb down and 15 lb up at -1-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 2-3=-20(F=60) Concentrated Loads (lb) Vert: 1=-66(F=-33, B=-33) Trapezoidal Loads (plf) Vert: 1=-0(F=40, B=40)-to-2=-37(F=21, B=21), 6=0(F=10, B=10)-to-4=-71(F=-26, B=-26) 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. December 4,2018