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Home My WebLink About17110126 Truss PlansRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I31718810 thru I31718890 My license renewal date for the state of Indiana is July 31, 2018. 101_woods_at_shelborne 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: 101 woods at shelborne 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 22,2017 Job 101_WOODS_AT_SHELBOR~E Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 101 woods at shelborne Job Reference (optional) I31718810 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:53 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-h6YF5HIh7qkpcH9mAgu0jk?nopqvCWmL1lLW70yGwhO Scale = 1:21.5 1 2 5 6 7 3 8 9 4 2x4 3x4 4-10-0 4-9-8 -1-8-0 1-8-0 4-10-0 4-10-0 1-1-0 3-0-3 2-7-13 3-0-3 4.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Job 101_WOODS_AT_SHELBOR~E Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718811 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:54 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-9I5eIdJKu7sgERkykNQFFyXyzDAmxz0UGP44gTyGwhN Scale = 1:20.6 1 2 5 6 7 3 8 9 4 2x4 3x4 4-5-0 4-4-8 -1-8-0 1-8-0 4-5-0 4-5-0 1-1-0 2-10-3 2-5-13 2-10-3 4.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Job 101_WOODS_AT_SHELBOR~E Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718812 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:54 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-9I5eIdJKu7sgERkykNQFFyXyzDAmxz0UGP44gTyGwhN Scale = 1:20.6 1 2 5 6 7 3 8 9 4 2x4 2x4 4-5-0 4-5-0 -1-8-0 1-8-0 4-5-0 4-5-0 1-1-0 2-10-3 0-4-6 2-5-13 2-10-3 4.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC Job 101_WOODS_AT_SHELBOR~E Truss GE01 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718813 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:55 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-dUf0WzKyfR_XrbJ8I5xUo9497dY5gQgeV3qdCvyGwhM Scale = 1:38.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-8 9-11-8 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-1-0 4-4-13 Job 101_WOODS_AT_SHELBOR~E Truss GE02 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718814 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:55 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-dUf0WzKyfR_XrbJ8I5xUo949PdY9gQweV3qdCvyGwhM Scale: 3/4"=1’ Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x8 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-0 2-1-0 4.00 12 Plate Offsets (X,Y)-- [5:0-1-15,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 101_WOODS_AT_SHELBOR~E Truss GE03 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718815 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:55 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-dUf0WzKyfR_XrbJ8I5xUo949PdYcgQGeV3qdCvyGwhM Scale: 1"=1’ Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-0 1-5-0 4.00 12 Plate Offsets (X,Y)-- [4:0-2-1,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.01 Job 101_WOODS_AT_SHELBOR~E Truss GE04 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718816 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:56 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6gDOjJLaQl6OTluLroSjKNdJC0tRPtLnjjZAkLyGwhL Scale = 1:26.1 Sheet Front Left Option -1-7-4 1 Ply 7/16OSB8 1 2 3 4 7 6 5 2x4 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 -1-7-4 1-7-4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-0 3-9-0 3-5-8 0-3-8 3-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-2-0], [5:0-1-14,0-0-11], [9:0-0-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Job 101_WOODS_AT_SHELBOR~E Truss GE05 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718817 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:56 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6gDOjJLaQl6OTluLroSjKNdK90u7Pt5njjZAkLyGwhL Scale = 1:27.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x8 4x6 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-1-8 14-1-8 -1-0-0 1-0-0 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-9-0 3-1-4 0-9-0 4.00 12 LOADING (psf) Job 101_WOODS_AT_SHELBOR~E Truss J01 Truss Type Jack-Open Qty 25 Ply 1 101 woods at shelborne Job Reference (optional) I31718818 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:57 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-atnmwfMCB2EF5vTXPVzyta9O1QAK8KlxyNJkGoyGwhK Scale = 1:36.0 1 2 5 3 4 3x6 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-1-0 5-1-0 0-5-3 4-7-13 5-1-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 Job 101_WOODS_AT_SHELBOR~E Truss J02 Truss Type Jack-Open Qty 8 Ply 1 101 woods at shelborne Job Reference (optional) I31718819 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:57 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-atnmwfMCB2EF5vTXPVzyta9SRQCr8KlxyNJkGoyGwhK Scale = 1:22.0 1 2 5 3 4 3x4 2x4 4-4-0 4-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 0-11-0 3-1-0 2-8-5 3-1-0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.16 Job 101_WOODS_AT_SHELBOR~E Truss J03 Truss Type Jack-Open Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718820 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:57 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-atnmwfMCB2EF5vTXPVzyta9U_QEX8KlxyNJkGoyGwhK Scale = 1:16.2 1 2 5 3 2x4 4 2x4 1-6-3 1-6-3 -1-0-0 1-0-0 1-6-3 1-6-3 1-1-0 2-1-2 1-7-15 2-1-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J04 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718821 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:58 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-23L88?MqyMM6j22jzDUBQoifkqamtn?4B12HpEyGwhJ Scale = 1:16.2 1 2 5 3 2x4 4 2x4 1-6-3 1-6-3 -1-0-0 1-0-0 1-6-3 1-6-3 1-1-0 2-1-2 1-7-15 2-1-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J05 Truss Type Jack-Open Qty 5 Ply 1 101 woods at shelborne Job Reference (optional) I31718822 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:58 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-23L88?MqyMM6j22jzDUBQoifTqaatnt4B12HpEyGwhJ Scale = 1:18.3 1 2 3 5 2x4 4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-8 1-0-8 2-0-0 2-0-0 1-1-5 2-5-5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.06 0.01 DEFL. Job 101_WOODS_AT_SHELBOR~E Truss J06 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718823 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:58 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-23L88?MqyMM6j22jzDUBQoigSqaltnr4B12HpEyGwhJ Scale = 1:18.3 1 2 4 2x4 3 2x4 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-1-5 2-5-5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Job 101_WOODS_AT_SHELBOR~E Truss J08 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718824 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:59 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WFvXLLNSjgUzKCcwXw?Qy?FqqEwCcEFEPhoqLgyGwhI Scale = 1:14.2 1 2 5 3 2x4 4 2x4 1-8-12 1-8-12 -1-0-0 1-0-0 1-8-12 1-8-12 0-11-0 1-9-6 1-4-11 1-9-6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.04 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J09 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718825 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:59 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WFvXLLNSjgUzKCcwXw?Qy?FqqEwBcEFEPhoqLgyGwhI Scale = 1:14.3 1 2 5 3 4 2x4 2x4 1-9-2 1-9-2 -1-0-0 1-0-0 1-9-2 1-9-2 0-11-0 1-9-9 1-4-14 1-9-9 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.04 Job 101_WOODS_AT_SHELBOR~E Truss J11 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718826 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:52:59 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WFvXLLNSjgUzKCcwXw?Qy?FrtEwFcEFEPhoqLgyGwhI Scale = 1:13.7 1 2 5 3 2x4 4 2x4 1-6-12 1-6-12 -1-0-0 1-0-0 1-6-12 1-6-12 0-11-0 1-8-6 1-3-11 1-8-6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.03 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J12 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718827 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:00 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-_STvZhO4UzcqyMB64eWfVDn?HeGFLhVNeLXOt6yGwhH Scale = 1:15.8 1 2 5 3 2x4 4 2x4 1-5-1 1-5-1 -1-0-0 1-0-0 1-5-1 1-5-1 1-1-0 2-0-6 1-7-3 2-0-6 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J13 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718828 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:00 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-_STvZhO4UzcqyMB64eWfVDn0deGULhVNeLXOt6yGwhH Scale = 1:13.7 1 2 5 3 2x4 4 2x4 1-6-12 1-6-12 -1-0-0 1-0-0 1-6-12 1-6-12 0-11-0 1-8-6 1-3-11 1-8-6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.03 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J14 Truss Type Jack-Open Qty 14 Ply 1 101 woods at shelborne Job Reference (optional) I31718829 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:00 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-_STvZhO4UzcqyMB64eWfVDnzHeEwLhVNeLXOt6yGwhH Scale = 1:21.0 1 2 5 3 4 3x4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-11-0 2-11-0 2-6-5 2-11-0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.13 Job 101_WOODS_AT_SHELBOR~E Truss J15 Truss Type Jack-Open Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718830 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:01 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Se1Hm1PjFHlhaWmIeL2u1QKAJ1bc48lWt?HxPZyGwhG Scale = 1:14.7 1 2 5 3 2x4 4 2x4 1-10-12 1-10-12 -1-0-0 1-0-0 1-10-12 1-10-12 0-11-0 1-10-6 0-4-11 1-5-11 1-10-6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.04 Job 101_WOODS_AT_SHELBOR~E Truss J16 Truss Type Jack-Open Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718831 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:01 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Se1Hm1PjFHlhaWmIeL2u1QKAI1bZ48lWt?HxPZyGwhG Scale = 1:15.2 1 2 5 3 4 2x4 2x4 2-0-12 2-0-12 -1-0-0 1-0-0 2-0-12 2-0-12 0-11-0 1-11-6 1-6-11 1-11-6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.04 Job 101_WOODS_AT_SHELBOR~E Truss J17 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718832 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:01 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Se1Hm1PjFHlhaWmIeL2u1QKA_1bS48lWt?HxPZyGwhG Scale = 1:16.3 1 2 5 3 2x4 4 2x4 1-6-9 1-6-9 -1-0-0 1-0-0 1-6-9 1-6-9 1-1-0 2-1-6 1-8-3 2-1-6 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J18 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718833 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:02 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-wqaf_MPL0btYBgLUC3Z7aetLkRxhpb?g6f0Vy?yGwhF Scale = 1:16.3 1 2 5 3 2x4 4 2x4 1-6-9 1-6-9 -1-0-0 1-0-0 1-6-9 1-6-9 1-1-0 2-1-6 1-8-3 2-1-6 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.00 Job 101_WOODS_AT_SHELBOR~E Truss J19 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718834 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:02 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-wqaf_MPL0btYBgLUC3Z7aetMqRxspb?g6f0Vy?yGwhF Scale = 1:16.3 1 4 2 3 2x4 2x4 1-6-9 1-6-9 1-6-9 1-6-9 1-1-0 2-1-6 1-8-3 2-1-6 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.04 0.00 DEFL. Vert(LL) Job 101_WOODS_AT_SHELBOR~E Truss M01 Truss Type Monopitch Qty 6 Ply 1 101 woods at shelborne Job Reference (optional) I31718835 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:02 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-wqaf_MPL0btYBgLUC3Z7aetEnRrJpbQg6f0Vy?yGwhF Scale = 1:21.8 1 2 3 5 4 2x4 3x8 2x4 6-9-8 6-9-8 -1-0-0 1-0-0 6-9-8 6-9-8 0-8-8 2-8-4 0-3-8 3.50 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-9], [5:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 Job 101_WOODS_AT_SHELBOR~E Truss M02 Truss Type Monopitch Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718836 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:02 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-wqaf_MPL0btYBgLUC3Z7aetERRrDpbPg6f0Vy?yGwhF Scale = 1:20.4 1 2 4 3 4x6 2x4 2x4 6-9-8 6-9-8 6-9-8 6-9-8 0-8-8 2-8-4 0-3-8 3.50 12 Plate Offsets (X,Y)-- [3:0-1-14,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.40 0.04 DEFL. Job 101_WOODS_AT_SHELBOR~E Truss M03 Truss Type Monopitch Qty 8 Ply 1 101 woods at shelborne Job Reference (optional) I31718837 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:03 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-O181BiQznu?Ppqwhmm4M6rPVorGjY2ypKJm2URyGwhE Scale: 3/4"=1’ 1 2 3 5 4 2x4 3x8 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-0 2-1-0 0-3-8 4.00 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 Job 101_WOODS_AT_SHELBOR~E Truss M04 Truss Type Monopitch Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718838 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:03 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-O181BiQznu?Ppqwhmm4M6rPXNrHUY2EpKJm2URyGwhE Scale: 1"=1’ 1 2 3 5 4 2x4 3x8 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-0 1-5-0 1-1-8 0-3-8 1-5-0 4.00 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 Job 101_WOODS_AT_SHELBOR~E Truss M05 Truss Type Monopitch Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718839 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:03 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-O181BiQznu?Ppqwhmm4M6rPY5rHPY2EpKJm2URyGwhE Scale: 1"=1’ 1 2 4 3 3x8 2x4 2x4 2-0-0 2-0-0 0-9-0 1-5-0 1-1-8 0-3-8 1-5-0 4.00 12 Plate Offsets (X,Y)-- [3:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.02 0.00 DEFL. Job 101_WOODS_AT_SHELBOR~E Truss R1001 Truss Type Jack-Open Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718840 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:04 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tDiQO2RbXC7GRzVtJUbbf3ygLFcuHVUzZzVb0uyGwhD Scale = 1:17.9 1 2 5 3 4 2x4 2x4 2-9-2 2-9-2 -1-5-0 1-5-0 2-9-2 2-9-2 1-1-0 2-4-10 0-4-9 2-0-1 2-4-10 5.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 Job 101_WOODS_AT_SHELBOR~E Truss T01 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718841 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:04 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tDiQO2RbXC7GRzVtJUbbf3yaFFSBHLczZzVb0uyGwhD Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x6 3x6 10x10 3x6 3x4 4x6 3x8 3x8 2x4 3x4 3x4 3x8 3x4 4x6 5x6 3x6 10x10 5-7-4 5-7-4 11-0-0 5-4-12 17-8-1 6-8-1 24-2-15 6-6-13 30-11-0 6-8-1 36-3-12 5-4-12 41-11-0 5-7-4 -1-0-0 1-0-0 Job 101_WOODS_AT_SHELBOR~E Truss T02 Truss Type HIP Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718842 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:05 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LPGocOSDIWF62743tB6qCGVlhfpd0oc6odF9YKyGwhC Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 5x6 3x6 3x4 3x6 3x4 4x6 3x8 2x4 3x8 3x8 3x4 4x6 4x10 3x4 4x10 3x6 6-11-4 6-11-4 13-8-0 6-8-12 20-11-8 7-3-8 28-3-0 7-3-8 34-11-12 6-8-12 41-11-0 6-11-4 -1-0-0 1-0-0 Job 101_WOODS_AT_SHELBOR~E Truss T03 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718843 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:06 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-pcqApkTr3pNzgHfGRud3kU1te29vlH7G0H_i5myGwhB Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x6 12x12 3x6 3x4 3x8 3x8 2x4 3x8 3x8 3x4 3x6 3x8 12x12 8-3-4 8-3-4 16-4-0 8-0-12 20-11-8 4-7-8 25-7-0 4-7-8 33-7-12 8-0-12 41-11-0 8-3-4 -1-0-0 1-0-0 8-3-4 8-3-4 16-4-0 8-0-12 20-11-8 4-7-8 Job 101_WOODS_AT_SHELBOR~E Truss T04 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718844 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:06 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-pcqApkTr3pNzgHfGRud3kU1y626alDkG0H_i5myGwhB Scale = 1:100.6 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 5x8 5x6 3x6 3x4 2x4 3x4 5x8 2x4 2x4 3x6 6x6 4x10 5x12 3x4 3x4 3x8 3x8 3x4 3x4 3x4 4x6 4x8 10x10 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 Job 101_WOODS_AT_SHELBOR~E Truss T05 Truss Type Roof Special Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718845 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:07 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-HoOY14TTq7VqIRES?c9IHha6ySRoUgxPFxkGdDyGwhA Scale = 1:104.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x6 3x6 3x4 2x4 3x4 5x8 2x4 2x4 3x6 6x6 4x10 5x12 3x4 3x4 4x10 6x8 3x4 3x4 3x4 3x8 4x8 10x10 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 Job 101_WOODS_AT_SHELBOR~E Truss T06 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718846 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:08 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-l_ywEQU6bRdhvboeYJgXpv7H4sn1D7CYUbTp9fyGwh9 Scale = 1:103.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 2524 23 22 21 20 19 18 17 16 15 14 3x6 5x8 5x6 3x6 3x4 2x4 3x4 5x8 2x4 2x4 3x6 6x6 4x10 5x12 3x4 3x4 3x8 3x8 3x4 3x4 3x4 3x8 4x8 10x10 1-3-0 1-3-0 2-3-8 1-0-8 Job 101_WOODS_AT_SHELBOR~E Truss T07 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718847 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:09 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-DBVJSmVkMklYXlNr61BmM6fTaG7JyZVijFDMh5yGwh8 Scale = 1:101.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x6 5x6 5x8 3x6 3x4 2x4 3x4 5x12 2x4 2x4 3x6 6x6 4x10 5x12 3x4 3x4 5x8 3x8 3x4 3x4 3x4 4x6 4x8 10x10 1-3-0 1-3-0 2-3-8 Job 101_WOODS_AT_SHELBOR~E Truss T08 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718848 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:09 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-DBVJSmVkMklYXlNr61BmM6fRNGAbyaaijFDMh5yGwh8 Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x6 6x8 5x6 3x6 10x10 3x6 3x4 4x6 3x4 3x4 5x8 2x4 3x8 3x4 3x8 10x10 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-1-11 3-8-3 27-1-11 5-0-0 34-5-1 7-3-7 41-11-0 7-5-15 -1-0-0 1-0-0 6-3-8 Job 101_WOODS_AT_SHELBOR~E Truss T09 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718849 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:10 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-hN3hf5WM72tP9uy1gki?vKCeJgWkh?CrxuywEXyGwh7 Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x6 5x8 5x6 10x10 10x10 3x6 3x4 4x6 3x4 3x4 5x8 2x4 3x8 3x4 4x6 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-9-11 6-4-3 29-9-11 5-0-0 35-9-1 5-11-7 41-11-0 6-1-15 -1-0-0 1-0-0 6-3-8 6-3-8 Job 101_WOODS_AT_SHELBOR~E Truss T10 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718850 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:11 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-9Zd3sRW_uM?Gm2XDESDERXko?3rvQUz?AYiTm_yGwh6 Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x6 5x6 6x8 5x6 10x10 10x10 3x6 3x4 4x6 3x4 3x4 5x8 3x6 4x6 2x4 3x8 3x4 4x6 3x8 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-11-9 4-6-1 27-5-11 4-6-1 32-5-11 5-0-0 37-1-1 4-7-7 41-11-0 Job 101_WOODS_AT_SHELBOR~E Truss T11 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718851 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:11 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-9Zd3sRW_uM?Gm2XDESDERXkn83p_QTL?AYiTm_yGwh6 Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x6 5x8 5x6 10x10 10x10 3x6 3x4 4x6 3x4 3x4 5x8 3x6 4x6 2x4 5x8 3x8 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-3-9 5-10-1 30-1-11 5-10-1 35-1-11 5-0-0 41-11-0 6-9-5 -1-0-0 1-0-0 6-3-8 6-3-8 Job 101_WOODS_AT_SHELBOR~E Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718852 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:12 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-elBR4nXcff77OC6Pn9kT_lHxHTE69vk8PCR1IQyGwh5 Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 6x6 5x8 10x10 3x6 3x4 4x6 3x4 3x4 5x8 3x6 3x6 5x12 2x4 5x12 3x4 3x16 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 25-7-9 7-2-1 32-9-11 7-2-1 37-9-11 5-0-0 41-11-0 4-1-5 -1-0-0 Job 101_WOODS_AT_SHELBOR~E Truss T13 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718853 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:13 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6ylpH7YEQzF_0MhcLtFiWyq7StYsuRHHdsBaqsyGwh4 Scale = 1:66.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 5x6 10x10 3x6 3x4 3x8 3x8 2x4 3x8 3x8 3x4 3x6 3x8 10x10 5-7-4 5-7-4 11-0-0 5-4-12 18-5-8 7-5-8 25-11-0 7-5-8 31-3-12 5-4-12 36-11-0 5-7-4 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 18-5-8 7-5-8 25-11-0 7-5-8 31-3-12 Job 101_WOODS_AT_SHELBOR~E Truss T14 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718854 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:13 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6ylpH7YEQzF_0MhcLtFiWyq7AtaDuRBHdsBaqsyGwh4 Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 5x6 3x6 10x10 3x6 3x4 3x8 3x8 2x4 3x8 3x8 3x4 3x6 3x8 10x10 6-11-4 6-11-4 13-8-0 6-8-12 18-5-8 4-9-8 23-3-0 4-9-8 29-11-12 6-8-12 36-11-0 6-11-4 -1-0-0 1-0-0 6-11-4 6-11-4 13-8-0 6-8-12 18-5-8 4-9-8 23-3-0 Job 101_WOODS_AT_SHELBOR~E Truss T15 Truss Type Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718855 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:14 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-a8JCVTZsBHNrdWGovanx3AMG2HuZdveRsWw7NJyGwh3 Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x6 5x6 3x6 10x10 3x6 3x4 3x6 3x4 3x8 3x4 3x6 10x10 3x6 8-3-4 8-3-4 16-4-0 8-0-12 20-7-0 4-3-0 28-7-12 8-0-12 36-11-0 8-3-4 -1-0-0 1-0-0 8-3-4 8-3-4 16-4-0 8-0-12 20-7-0 4-3-0 28-7-12 8-0-12 36-11-0 Job 101_WOODS_AT_SHELBOR~E Truss T16 Truss Type Common Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718856 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:15 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-2KtaipaVyaViFgr_THIAcNvUihF?MLsa5AghvlyGwh2 Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 10x10 3x6 4x8 3x4 3x4 3x4 3x8 3x4 3x4 3x4 3x8 10x10 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 36-11-0 6-3-8 -1-0-0 Job 101_WOODS_AT_SHELBOR~E Truss T17 Truss Type Common Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718857 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:15 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-2KtaipaVyaViFgr_THIAcNvRzhJfMMca5AghvlyGwh2 Scale = 1:68.8 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 3x4 3x6 3x8 3x4 3x4 3x4 3x4 3x4 5x6 5x6 6-0-12 6-0-12 11-11-0 5-10-4 17-9-4 5-10-4 23-10-0 6-0-12 -1-0-0 1-0-0 6-0-12 6-0-12 11-11-0 5-10-4 17-9-4 5-10-4 23-10-0 6-0-12 24-10-0 1-0-0 1-1-0 9-0-5 1-1-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL Job 101_WOODS_AT_SHELBOR~E Truss T18 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718858 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:15 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-2KtaipaVyaViFgr_THIAcNvYthLLMR1a5AghvlyGwh2 Scale: 3/8"=1’ 1 2 3 4 5 6 11 10 9 8 2x4 7 3x4 4x6 4x6 4x6 3x4 3x8 3x4 2x4 3x6 -0-5-8 0-5-8 1-0-14 1-0-14 3-9-8 2-8-10 6-10-8 3-1-0 11-1-8 4-3-0 -0-5-8 0-5-8 1-0-14 1-0-14 3-9-8 2-8-10 6-10-8 3-1-0 11-1-8 4-3-0 12-1-8 1-0-0 0-3-8 2-1-4 3-11-0 1-1-0 3-11-0 8.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [4:0-4-4,0-2-0] LOADING (psf) TCLL Job 101_WOODS_AT_SHELBOR~E Truss T19 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718859 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:16 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WXRyw9a7judZtpQB0?pP8bSdU4gG5u8kKqPERByGwh1 Scale = 1:40.0 1 2 3 4 5 9 8 7 2x4 6 3x4 4x6 4x6 3x4 3x8 3x4 5x6 -0-5-8 0-5-8 1-11-7 1-11-7 5-4-0 3-4-10 11-1-8 5-9-8 -0-5-8 0-5-8 1-11-7 1-11-7 5-4-0 3-4-10 11-1-8 5-9-8 12-1-8 1-0-0 0-3-8 2-8-4 4-11-5 1-1-0 2-8-4 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 101_WOODS_AT_SHELBOR~E Truss T20 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718860 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:16 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WXRyw9a7judZtpQB0?pP8bSed4gP5uFkKqPERByGwh1 Scale = 1:40.0 1 2 3 4 5 9 8 7 2x4 6 3x4 4x6 4x6 3x4 3x8 3x4 5x6 -0-5-8 0-5-8 2-9-14 2-9-14 5-4-0 2-6-2 11-1-8 5-9-8 -0-5-8 0-5-8 2-9-14 2-9-14 5-4-0 2-6-2 11-1-8 5-9-8 12-1-8 1-0-0 0-3-8 3-3-4 4-11-5 1-1-0 3-3-4 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 101_WOODS_AT_SHELBOR~E Truss T21 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718861 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:17 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-_j_K7VblUCmQUz?NaiKeho_pSU0fqLatYU9n_dyGwh0 Scale = 1:40.0 1 2 3 4 5 9 8 7 2x4 6 3x4 4x6 4x6 3x4 3x8 3x4 5x6 -0-5-8 0-5-8 3-8-6 3-8-6 5-4-0 1-7-10 11-1-8 5-9-8 -0-5-8 0-5-8 3-8-6 3-8-6 5-4-0 1-7-10 11-1-8 5-9-8 12-1-8 1-0-0 0-3-8 3-10-4 4-11-5 1-1-0 3-10-4 8.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 101_WOODS_AT_SHELBOR~E Truss T22 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718862 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:17 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-_j_K7VblUCmQUz?NaiKeho_rKUyWqHMtYU9n_dyGwh0 Scale = 1:41.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x8 4x8 4x10 2x4 2x4 3x4 3x6 3x8 2x4 3x8 3x8 2x4 3x6 4-3-0 4-3-0 11-1-8 6-10-8 18-0-0 6-10-8 20-5-15 2-6-0 22-3-0 1-9-1 -1-0-0 1-0-0 4-3-0 4-3-0 11-1-8 6-10-8 18-0-0 6-10-8 20-5-15 2-6-0 22-3-0 1-9-1 1-1-0 3-9-5 2-3-0 3-11-0 2-3-0 3-9-5 8.00 12 Job 101_WOODS_AT_SHELBOR~E Truss T23 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718863 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:18 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-SvYiLrcNEVuG67ZZ8QrtD0XzouLIZiy1n8vLW4yGwh? Scale = 1:42.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x8 4x8 4x6 3x4 3x6 3x6 3x8 3x8 3x8 3x8 3x6 5x6 2x4 5-9-0 5-9-0 11-1-8 5-4-8 16-6-0 5-4-8 19-7-7 3-1-8 21-11-8 2-4-1 22-3-0 0-3-8 -1-0-0 1-0-0 5-9-0 5-9-0 11-1-8 5-4-8 16-6-0 5-4-8 19-7-7 3-1-8 21-11-8 2-4-1 22-3-0 0-3-8 1-1-0 Job 101_WOODS_AT_SHELBOR~E Truss T24 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718864 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:18 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-SvYiLrcNEVuG67ZZ8QrtD0XvLuI4Zlb1n8vLW4yGwh? Scale: 1/4"=1’ 1 2 3 4 5 6 12 11 10 9 8 7 4x10 6x6 4x6 3x4 3x6 3x6 3x4 3x8 3x8 3x6 6x6 7-3-0 7-3-0 15-0-0 7-9-0 18-9-0 3-9-0 21-11-8 3-2-9 22-3-0 0-3-8 -1-0-0 1-0-0 7-3-0 7-3-0 15-0-0 7-9-0 18-9-0 3-9-0 21-11-8 3-2-9 22-3-0 0-3-8 1-1-0 5-9-5 3-5-0 5-11-0 0-3-8 5-9-5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-5-0,0-0-14], [4:0-3-8,Edge], [7:0-3-0,0-0-8], [8:0-2-8,0-1-8] LOADING (psf) Job 101_WOODS_AT_SHELBOR~E Truss T25 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718865 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:19 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-w665YAd??p07kH8mi7M6mD479Ie2ICeA0oeu2WyGwh_ Scale = 1:52.5 1 2 3 4 5 6 12 11 10 9 8 7 5x6 4x8 4x6 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x8 8-9-0 8-9-0 13-6-0 4-9-0 17-10-8 4-4-8 21-11-8 4-1-1 22-3-0 0-3-8 -1-0-0 1-0-0 8-9-0 8-9-0 13-6-0 4-9-0 17-10-8 4-4-8 21-11-8 4-1-1 22-3-0 0-3-8 1-1-0 6-9-5 4-0-0 6-11-0 0-3-8 6-9-5 8.00 12 Job 101_WOODS_AT_SHELBOR~E Truss T26 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718866 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:19 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-w665YAd??p07kH8mi7M6mD4APIiXICgA0oeu2WyGwh_ Scale = 1:62.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x10 4x8 5x6 3x6 3x4 3x6 3x4 3x4 3x4 3x8 3x6 3x6 4x6 5-2-12 5-2-12 10-3-0 5-0-4 12-0-0 1-9-0 17-0-0 5-0-0 21-11-8 4-11-9 22-3-0 0-3-8 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 12-0-0 1-9-0 17-0-0 5-0-0 21-11-8 4-11-9 22-3-0 0-3-8 Job 101_WOODS_AT_SHELBOR~E Truss T27 Truss Type Roof Special Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718867 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:20 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-PIgTlWddm78_LRjyFrtLJRcJzi0O1eIJESOSZyyGwgz Scale: 3/16"=1’ 1 2 3 4 5 6 12 11 10 9 8 7 4x6 4x8 3x6 3x4 3x6 3x4 3x4 3x8 3x6 3x6 4x6 5-8-0 5-8-0 11-1-8 5-5-8 16-1-8 5-0-0 21-11-8 5-10-1 22-3-0 0-3-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-1-8 5-0-0 21-11-8 5-10-1 22-3-0 0-3-8 1-1-0 5-0-7 8-6-0 0-3-8 5-0-7 8.00 12 Job 101_WOODS_AT_SHELBOR~E Truss T28 Truss Type Half Hip Qty 3 Ply 1 101 woods at shelborne Job Reference (optional) I31718868 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:20 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-PIgTlWddm78_LRjyFrtLJRcLKi0j1kSJESOSZyyGwgz Scale = 1:32.6 1 2 3 6 4 5 3x8 3x4 3x4 4-6-0 4-6-0 5-11-3 1-5-3 6-0-0 0-0-13 -1-0-0 1-0-0 4-6-0 4-6-0 6-0-0 1-6-0 1-1-0 3-11-5 4-1-0 3-11-5 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job 101_WOODS_AT_SHELBOR~E Truss T30 Truss Type Common Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718869 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:20 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-PIgTlWddm78_LRjyFrtLJRcKIi2R1kdJESOSZyyGwgz Scale = 1:36.3 1 2 3 4 7 6 5 4x6 4x6 3x4 3x4 3x8 4x6 4-11-12 4-11-12 9-11-8 4-11-12 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-1-0 4-4-13 1-1-0 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 101_WOODS_AT_SHELBOR~E Truss T31 Truss Type ROOF SPECIAL Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718870 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:21 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tUErzseGXQGrzbI8pYPare9VS5Fmm?STT67?6PyGwgy Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 8x10 5x6 5x8 10x10 3x6 3x4 4x6 3x4 3x4 5x8 4x6 3x6 4x6 2x4 5x12 3x4 3x8 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-10-5 5-4-13 29-3-3 5-4-13 34-8-0 5-4-13 39-8-0 5-0-0 41-11-0 Job 101_WOODS_AT_SHELBOR~E Truss T32 Truss Type Common Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718871 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:22 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LhoDACfuIkOibltKNGwpOsihxVecVWacimtYeryGwgx Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x6 3x6 10x10 3x6 4x8 3x4 3x4 3x4 3x8 3x4 3x4 3x4 3x8 3x6 10x10 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 36-11-0 6-3-8 -1-0-0 1-0-0 6-3-8 Job 101_WOODS_AT_SHELBOR~E Truss T33 Truss Type Half Hip Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718872 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:22 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LhoDACfuIkOibltKNGwpOsihqViBVexcimtYeryGwgx Scale = 1:33.1 1 2 3 6 4 5 3x8 3x4 3x4 4-7-2 4-7-2 5-11-5 1-4-3 6-0-0 0-0-11 -1-0-0 1-0-0 4-7-2 4-7-2 6-0-0 1-4-14 1-1-0 4-0-1 4-1-12 4-0-1 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job 101_WOODS_AT_SHELBOR~E Truss T34 Truss Type Common Qty 3 Ply 1 101 woods at shelborne Job Reference (optional) I31718873 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:22 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LhoDACfuIkOibltKNGwpOsii_VkxVe6cimtYeryGwgx Scale = 1:36.3 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 4x6 4x6 4-11-12 4-11-12 9-11-8 4-11-12 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-1-0 4-4-13 1-1-0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job 101_WOODS_AT_SHELBOR~E Truss T35 Truss Type Common Qty 2 Ply 1 101 woods at shelborne Job Reference (optional) I31718874 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:23 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ptMbOYgW32WZCuSXxzR2w3Ekgv1ME4MmxQc6AHyGwgw Scale = 1:27.8 1 2 3 4 5 8 7 6 4x8 8x8 8x8 3x8 7-0-12 7-0-12 14-1-8 7-0-12 -1-0-0 1-0-0 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-9-0 3-1-4 0-9-0 4.00 12 Plate Offsets (X,Y)-- [6:Edge,0-5-8], [8:Edge,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job 101_WOODS_AT_SHELBOR~E Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718875 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:24 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-H3w_buh8qLeQq21jUgyHTHnvBJKYzJxv94MfijyGwgv Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x8 4x8 8x10 5x10 MT18HS 3x4 5x8 4x10 4x10 2x4 4x6 4x6 4x10 3x4 6x6 8x10 5x8 5x10 MT18HS 4-3-12 4-3-12 8-4-0 4-0-4 16-9-9 8-5-9 25-1-7 8-3-13 33-7-0 8-5-9 37-7-4 4-0-4 41-11-0 4-3-12 -1-0-0 1-0-0 4-3-12 4-3-12 Job 101_WOODS_AT_SHELBOR~E Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718875 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:24 2017 Page 2 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-H3w_buh8qLeQq21jUgyHTHnvBJKYzJxv94MfijyGwgv NOTES- (10-11) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 87 lb up at 8-4-0, 97 lb down and 87 lb up at 10-4-12, 97 lb down and 87 lb up at 12-4-12, 97 lb down and 87 lb up at 14-4-12, 97 lb down and 87 lb up at 16-4-12, 97 lb down and 87 lb up at 18-4-12, 97 lb down and 87 lb up at 20-4-12 , 97 lb down and 87 lb up at 22-4-12, 97 lb down and 87 lb up at 24-4-12, 97 lb down and 87 lb up at 26-4-12, 97 lb down and 87 lb up at 28-4-12, 97 lb down and 87 lb up at 30-4-12, and 97 lb down and 87 lb up at 32-4-12, and 115 lb down and 87 lb up at 33-7-0 on top chord, and 271 lb down and 42 lb up at 4-4-12, 71 lb down at 6-4-12, 71 lb down at 8-4-12, 71 lb down at 10-4-12, 71 lb down at 12-4-12, 71 lb down at 14-4-12, 71 lb down at 16-4-12, 71 lb down at 18-4-12, 71 lb down at 20-4-12, 71 lb down at 22-4-12, 71 lb down at 24-4-12, 71 lb down at 26-4-12, 71 lb down at 28-4-12, 71 lb down at 30-4-12, 71 lb down at 32-4-12, 71 lb down at 33-6-4, and 71 lb down at 35-6-4, and 271 lb down and 42 lb up at 37-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 4=-97(B) 6=-97(B) 20=-271(B) 19=-48(B) 14=-48(B) 13=-271(B) 8=-97(B) 22=-97(B) 23=-97(B) 24=-97(B) 25=-97(B) 26=-97(B) 27=-97(B) 28=-97(B) 29=-97(B) 30=-97(B) 31=-97(B) 32=-97(B) 33=-48(B) 34=-48(B) 35=-48(B) 36=-48(B) 37=-48(B) 38=-48(B) 39=-48(B) 40=-48(B) 41=-48(B) 42=-48(B) 43=-48(B) 44=-48(B) 45=-48(B) 46=-48(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 101_WOODS_AT_SHELBOR~E Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718876 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:25 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-lGTMpEhmbfmHSCcv2OTW0UK7ujirimU3Ok5DFAyGwgu Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 5x8 3x6 8x10 5x10 MT18HS 3x4 5x8 4x10 4x10 2x4 4x6 3x6 4x8 3x4 5x8 8x10 5x8 5x10 MT18HS 4-3-12 4-3-12 8-4-0 4-0-4 15-1-9 6-9-9 21-9-7 6-7-13 28-7-0 6-9-9 32-7-4 4-0-4 Job 101_WOODS_AT_SHELBOR~E Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718876 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:25 2017 Page 2 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-lGTMpEhmbfmHSCcv2OTW0UK7ujirimU3Ok5DFAyGwgu 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 4=-97(F) 6=-97(F) 20=-271(F) 19=-48(F) 14=-48(F) 13=-271(F) 8=-97(F) 22=-97(F) 23=-97(F) 24=-97(F) 25=-97(F) 26=-97(F) 27=-97(F) 28=-97(F) 29=-97(F) 30=-48(F) 31=-48(F) 32=-48(F) 33=-48(F) 34=-48(F) 35=-48(F) 36=-48(F) 37=-48(F) 38=-48(F) 39=-48(F) 40=-48(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 101_WOODS_AT_SHELBOR~E Truss TG03 Truss Type Common Girder Qty 1 Ply 2 101 woods at shelborne Job Reference (optional) I31718877 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:26 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-DS1k0aiOMyu84MB6c5_lYisFe6yxRDdCdOrmncyGwgt Scale = 1:76.9 1 2 3 4 5 6 7 8 9 17 16 15 14 18 19 20 21 22 23 13 24 25 12 26 27 11 28 10 29 5x16 MT18HS 5x10 MT18HS 10x10 5x8 8x8 3x6 8x8 5x8 8x8 3x6 8x8 6x16 6x16 5x16 MT18HS 5x16 MT18HS 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-9-8 3-10-8 19-8-0 3-10-8 23-10-0 4-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 Job 101_WOODS_AT_SHELBOR~E Truss TG03 Truss Type Common Girder Qty 1 Ply 2 101 woods at shelborne Job Reference (optional) I31718877 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:26 2017 Page 2 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-DS1k0aiOMyu84MB6c5_lYisFe6yxRDdCdOrmncyGwgt 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 18=-1637(B) 19=-1637(B) 20=-1637(B) 21=-1637(B) 22=-1637(B) 23=-1637(B) 24=-1637(B) 25=-1637(B) 26=-1637(B) 27=-1637(B) 28=-1637(B) 29=-1638(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 101_WOODS_AT_SHELBOR~E Truss TG04 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718878 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:27 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-heb6Dvj07G0?hWlIApV_5vPRgWPlAmfLs2aJJ2yGwgs Scale = 1:77.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 13 12 11 10 9 8 46 47 48 49 50 51 52 53 4x6 10x10 4x6 3x8 3x6 4x6 3x6 4x6 10x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job 101_WOODS_AT_SHELBOR~E Truss TG04 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718878 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:27 2017 Page 2 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-heb6Dvj07G0?hWlIApV_5vPRgWPlAmfLs2aJJ2yGwgs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 47=2(F) 48=-29(F) 49=-29(F) 50=-29(F) 51=-29(F) 52=-29(F) 53=-53(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 101_WOODS_AT_SHELBOR~E Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718879 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:27 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-heb6Dvj07G0?hWlIApV_5vPVUWQ3Ao7Ls2aJJ2yGwgs Scale = 1:27.8 1 2 3 4 5 9 8 7 6 10 11 12 13 2x4 4x6 5x10 MT18HS 4x8 2x4 3x4 4x8 3x6 -0-5-8 0-5-8 2-3-8 2-3-8 8-4-8 6-1-0 11-1-8 2-9-0 -0-5-8 0-5-8 0-2-7 0-2-7 2-3-8 2-1-1 8-4-8 6-1-0 11-1-8 2-9-0 12-1-8 1-0-0 0-5-8 1-6-4 2-11-0 1-1-0 2-11-0 8.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8], [3:0-4-0,0-1-9] LOADING (psf) Job 101_WOODS_AT_SHELBOR~E Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718879 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:27 2017 Page 2 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-heb6Dvj07G0?hWlIApV_5vPVUWQ3Ao7Ls2aJJ2yGwgs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-64(F) 3=-64(F) 8=-43(F) 7=-43(F) 10=-64(F) 11=-64(F) 12=-43(F) 13=-43(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 101_WOODS_AT_SHELBOR~E Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718880 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:28 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Aq9URFkfua8sJgKUjW1Dd7ygcwdDv9cV4iKtrVyGwgr Scale = 1:41.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 4x8 3x6 5x6 3x4 4x8 3x4 8x8 3x12 2x4 3x4 3x6 6x8 4x6 4x6 4x6 4x8 2-9-0 2-9-0 8-4-9 5-7-9 13-10-7 5-5-13 19-6-0 5-7-9 21-4-8 1-10-8 22-3-0 0-10-9 -1-0-0 1-0-0 2-9-0 2-9-0 8-4-9 5-7-9 13-10-7 5-5-13 19-6-0 5-7-9 Job 101_WOODS_AT_SHELBOR~E Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718880 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:28 2017 Page 2 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Aq9URFkfua8sJgKUjW1Dd7ygcwdDv9cV4iKtrVyGwgr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 3=-64(F) 16=-43(F) 12=-43(F) 7=-64(F) 18=-64(F) 19=-64(F) 20=-64(F) 21=-64(F) 22=-64(F) 23=-64(F) 24=-64(F) 25=-64(F) 26=-43(F) 27=-43(F) 28=-43(F) 29=-43(F) 30=-43(F) 31=-43(F) 32=-43(F) 33=-43(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 101_WOODS_AT_SHELBOR~E Truss TG07 Truss Type HALF HIP GIRDER Qty 4 Ply 1 101 woods at shelborne Job Reference (optional) I31718881 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:28 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Aq9URFkfua8sJgKUjW1Dd7yh?wcHvK_V4iKtrVyGwgr Scale = 1:24.8 1 2 3 7 6 8 4 9 5 4x6 2x4 2x4 2x4 3-0-0 3-0-0 5-11-6 2-11-6 6-0-0 0-0-10 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 1-1-0 2-11-5 3-1-0 2-11-5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job 101_WOODS_AT_SHELBOR~E Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718882 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:29 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-e1jsebkHftGjxpvhHEYSAKUvLK85eogeJM3QOxyGwgq Scale = 1:21.5 2 3 4 1 6 7 5 8 9 2x4 3x4 4-10-0 4-10-0 4-10-0 4-10-0 6-6-0 1-8-0 3-0-3 2-7-13 1-1-0 4.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 101_WOODS_AT_SHELBOR~E Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718883 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:29 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-e1jsebkHftGjxpvhHEYSAKUvEK8PeogeJM3QOxyGwgq Scale = 1:20.6 2 3 4 1 6 5 7 2x4 2x4 4-5-0 4-5-0 4-5-0 4-5-0 6-1-0 1-8-0 2-10-3 2-5-13 1-1-0 4.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 Job 101_WOODS_AT_SHELBOR~E Truss V01 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718884 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:30 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6DHFsxlvQBOZYzUtrx3hjY17jkUcNCloY0pzwNyGwgp Scale = 1:58.4 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-4-13 21-4-13 10-8-6 10-8-6 21-4-13 10-8-6 0-0-4 7-1-10 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job 101_WOODS_AT_SHELBOR~E Truss V02 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718885 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:30 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6DHFsxlvQBOZYzUtrx3hjY15BkSTNDroY0pzwNyGwgp Scale = 1:50.5 1 2 3 4 5 3x4 9 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 18-4-13 18-4-13 9-2-6 9-2-6 18-4-13 9-2-6 0-0-4 6-1-10 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. Job 101_WOODS_AT_SHELBOR~E Truss V03 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718886 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:30 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6DHFsxlvQBOZYzUtrx3hjY15skUENE6oY0pzwNyGwgp Scale = 1:40.2 1 2 3 4 5 3x4 8 7 6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 15-4-13 15-4-13 7-8-6 7-8-6 15-4-13 7-8-6 0-0-4 5-1-10 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC Job 101_WOODS_AT_SHELBOR~E Truss V04 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718887 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:31 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-aPrd3HmXAVWQA733PeawFlZCh7mc6hSxmgYXSpyGwgo Scale = 1:32.6 1 2 3 3x8 4 6x6 3x8 2x4 12-4-13 12-4-13 6-2-6 6-2-6 12-4-13 6-2-7 0-0-4 4-1-10 0-0-4 8.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-4-4,0-2-4], [3:0-2-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.36 Job 101_WOODS_AT_SHELBOR~E Truss V05 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718888 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:31 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-aPrd3HmXAVWQA733PeawFlZFk7no6iFxmgYXSpyGwgo Scale = 1:26.0 1 2 3 4 3x4 5x6 2x4 3x4 9-4-13 9-4-13 4-8-6 4-8-6 9-4-13 4-8-7 0-0-4 3-1-10 0-0-4 8.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.29 Job 101_WOODS_AT_SHELBOR~E Truss V06 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718889 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:31 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-aPrd3HmXAVWQA733PeawFlZGZ7pe6ilxmgYXSpyGwgo Scale = 1:18.9 1 2 3 4 2x4 3x4 2x4 2x4 6-4-13 6-4-13 3-2-6 3-2-6 6-4-13 3-2-6 0-0-4 2-1-10 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.17 0.03 Job 101_WOODS_AT_SHELBOR~E Truss V07 Truss Type GABLE Qty 1 Ply 1 101 woods at shelborne Job Reference (optional) I31718890 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Nov 21 14:53:32 2017 Page 1 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-2cO?Hdn9xoeHoHeFyM59oz6VaX94r9Q4?KI4_GyGwgn Scale = 1:10.1 1 2 3 2x4 2x4 2x4 3-4-13 3-4-13 1-8-6 1-8-6 3-4-13 1-8-6 0-0-4 1-1-10 0-0-4 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.15 0.00 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 MiTekﬁ 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. DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=108/3-4-13, 3=108/3-4-13 Max Horz 1=-21(LC 4) Max Uplift1=-5(LC 6), 3=-5(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=122/6-4-13, 3=122/6-4-13, 4=212/6-4-13 Max Horz 1=44(LC 5) Max Uplift1=-18(LC 6), 3=-21(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=170/9-4-13, 3=170/9-4-13, 4=356/9-4-13 Max Horz 1=68(LC 5) Max Uplift1=-19(LC 6), 3=-25(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=224/12-4-13, 3=224/12-4-13, 4=468/12-4-13 Max Horz 1=90(LC 5) Max Uplift1=-24(LC 6), 3=-29(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-283/69 NOTES- (8-9) 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; cantilever left and right exposed ; 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) The Fabrication Tolerance at joint 2 = 8% 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 WB (Matrix) 0.27 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-4-13. (lb) - Max Horz 1=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=270(LC 1), 8=332(LC 10), 6=332(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 TC BC WB (Matrix) 0.31 0.23 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-4-13. (lb) - Max Horz 1=136(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-108(LC 6), 6=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=423(LC 10), 6=423(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-316/157, 4-6=-316/157 NOTES- (6-7) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=108 , 6=108. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.09 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-13. (lb) - Max Horz 1=158(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=258(LC 1), 11=340(LC 10), 13=280(LC 1), 9=340(LC 11), 8=280(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-257/137, 5-9=-257/136 NOTES- (6-7) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=73/Mechanical, 5=37/Mechanical, 4=334/0-4-13 Max Horz 1=66(LC 2), 5=-68(LC 12) Max Uplift1=-25(LC 12), 4=-86(LC 6) Max Grav 1=73(LC 1), 5=75(LC 2), 4=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-289/115 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 5) Non Standard bearing condition. Review required. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 7 lb up at 2-7-4 on top chord, and 2 lb up at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.38 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 4-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=69/Mechanical, 5=39/Mechanical, 4=364/0-4-13 Max Horz 1=95(LC 1), 5=-112(LC 12) Max Uplift1=-34(LC 12), 4=-115(LC 6) Max Grav 1=69(LC 1), 5=82(LC 2), 4=364(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-317/129 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=115. 5) Non Standard bearing condition. Review required. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 6 lb up at 2-6-8, and 50 lb down at 3-5-4 on top chord, and 3 lb down and 17 lb up at 2-6-8, and 8 lb up at 3-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=4(F) 9=3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.55 0.85 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.17 (loc) 6 6 4 l/defl >999 >449 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=181/Mechanical, 7=473/0-3-8, 5=287/Mechanical Max Horz 7=101(LC 5) Max Uplift4=-67(LC 3), 7=-76(LC 5), 5=-28(LC 5) Max Grav 4=185(LC 10), 7=473(LC 1), 5=287(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-320/203 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 127 lb up at 3-0-0, and 118 lb down and 83 lb up at 4-5-6 on top chord, and 128 lb down at 3-0-0, and 92 lb down at 4-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-159(F) 6=-77(F) 8=-118(F) 9=-56(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 21-4-8 1-10-8 22-3-0 0-10-9 1-1-0 2-9-5 1-8-0 2-11-0 1-8-0 2-9-5 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-4-0,0-1-9], [7:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.79 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.07 (loc) 13-14 13-14 10 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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* 9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-10 max.): 3-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-12 REACTIONS. (lb/size) 10=1386/0-3-8, 17=1505/0-3-8 Max Horz 17=84(LC 4) Max Uplift10=-152(LC 3), 17=-165(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1771/212, 3-18=-1460/210, 18-19=-1461/210, 19-20=-1462/210, 4-20=-1464/210, 4-21=-3217/431, 21-22=-3217/431, 5-22=-3217/431, 5-23=-3217/431, 6-23=-3217/431, 6-24=-1450/206, 24-25=-1448/206, 7-25=-1447/206, 7-8=-1681/199, 8-9=-456/64, 9-10=-951/133, 2-17=-1490/156 BOT CHORD 16-26=-464/3273, 26-27=-464/3273, 15-27=-464/3273, 15-28=-464/3273, 14-28=-464/3273, 14-29=-464/3273, 29-30=-464/3273, 30-31=-464/3273, 13-31=-464/3273, 13-32=-444/3217, 32-33=-444/3217, 12-33=-444/3217, 11-12=-61/600 WEBS 3-16=0/636, 4-16=-1970/282, 4-14=0/445, 6-13=0/426, 6-12=-1927/274, 7-12=0/552, 8-12=-156/1092, 8-11=-1222/90, 9-11=-80/724, 2-16=-207/1502 NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=152, 17=165. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 57 lb up at 2-9-0, 64 lb down and 57 lb up at 4-1-8, 64 lb down and 57 lb up at 5-5-4, 64 lb down and 57 lb up at 7-5-4, 64 lb down and 57 lb up at 9-5-4, 64 lb down and 57 lb up at 11-5-4, 64 lb down and 57 lb up at 13-5-4, 64 lb down and 57 lb up at 15-5-4, and 64 lb down and 57 lb up at 17-5-4, and 83 lb down and 57 lb up at 19-6-0 on top chord, and 74 lb down at 2-9-12, 74 lb down at 4-1-8, 74 lb down at 5-5-4, 74 lb down at 7-5-4, 74 lb down at 9-5-4, 74 lb down at 11-5-4, 74 lb down at 13-5-4, 74 lb down at 15-5-4, and 74 lb down at 17-5-4, and 74 lb down at 19-5-4 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.21 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 52 lb FT = 20% GRIP 169/123 169/123 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 5-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=652/0-5-8, 6=709/0-3-8 Max Horz 9=-83(LC 3) Max Uplift9=-55(LC 5), 6=-89(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-657/45, 1-2=-700/74, 2-10=-644/89, 10-11=-644/89, 3-11=-644/89, 3-4=-777/80, 4-6=-688/85 BOT CHORD 8-12=-95/608, 12-13=-95/608, 7-13=-95/608 WEBS 1-8=-125/710, 4-7=-123/691 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 57 lb up at 2-3-8, 64 lb down and 57 lb up at 4-3-12, and 64 lb down and 57 lb up at 6-3-12, and 83 lb down and 57 lb up at 8-4-8 on top chord, and 74 lb down at 2-4-4, 74 lb down at 4-3-12, and 74 lb down at 6-3-12, and 74 lb down at 8-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 23-10-0 6-1-4 -1-0-0 1-0-0 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 23-10-0 6-1-4 24-10-0 1-0-0 1-1-0 9-0-5 1-1-0 8.00 12 Plate Offsets (X,Y)-- [8:Edge,0-8-2], [13:Edge,0-8-2], [39:0-1-8,0-1-0], [41:0-1-8,0-1-0], [44:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.29 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 304 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* 4-10: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1132/0-3-8, 8=1084/0-5-8 Max Horz 13=-211(LC 11) Max Uplift13=-262(LC 5), 8=-175(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-46=-1362/291, 3-46=-1260/326, 3-4=-1013/292, 4-5=-1013/291, 5-6=-1305/223, 2-13=-1039/270, 6-8=-1004/205 BOT CHORD 13-47=-245/375, 47-48=-245/375, 48-49=-245/375, 12-49=-245/375, 12-50=-243/1048, 11-50=-243/1048, 11-51=-243/1048, 51-52=-243/1048, 10-52=-243/1048, 10-53=-92/1001, 9-53=-92/1001, 8-9=-51/353 WEBS 4-10=-211/664, 5-10=-340/125, 3-10=-400/216, 2-12=-85/678, 6-9=-49/654 NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=262, 8=175. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 43 lb up at 2-0-8 on top chord, and 2 lb up at 2-0-8, 29 lb down and 47 lb up at 3-3-12, 29 lb down and 47 lb up at 5-3-12, 29 lb down and 47 lb up at 7-3-12, 29 lb down and 47 lb up at 9-3-12, and 29 lb down and 47 lb up at 11-3-12, and 53 lb down and 50 lb up at 13-3-12 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-13=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 3-10-8 15-9-8 3-10-8 19-8-0 3-10-8 23-10-0 4-2-0 24-10-0 1-0-0 1-1-0 0-5-0 9-0-5 1-1-0 0-5-0 8.00 12 Plate Offsets (X,Y)-- [2:0-6-11,0-3-0], [8:0-6-11,0-3-0], [10:0-8-12,0-2-8], [11:0-3-8,0-4-0], [12:0-3-8,0-4-4], [13:0-5-0,0-4-12], [15:0-3-8,0-4-4], [16:0-3-8,0-4-0], [17:0-8-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.71 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.08 (loc) 13-15 13-15 10 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-13: 2x4 SPF 2100F 1.8E, 6-12,4-15,2-16,8-11: 2x4 SPF No.2 2-17,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS. (lb/size) 17=10805/0-3-8, 10=10854/0-5-8 Max Horz 17=-213(LC 3) Max Uplift17=-697(LC 5), 10=-635(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12206/763, 3-4=-11040/721, 4-5=-8751/623, 5-6=-8751/623, 6-7=-10980/694, 7-8=-11937/701, 2-17=-8582/583, 8-10=-8449/546 BOT CHORD 17-18=-341/3024, 18-19=-341/3024, 16-19=-341/3024, 16-20=-627/10070, 20-21=-627/10070, 15-21=-627/10070, 15-22=-514/9147, 14-22=-514/9147, 14-23=-514/9147, 13-23=-514/9147, 13-24=-452/9097, 24-25=-452/9097, 12-25=-452/9097, 12-26=-502/9847, 26-27=-502/9847, 11-27=-502/9847, 11-28=-127/2731, 28-29=-127/2731, 10-29=-127/2731 WEBS 5-13=-611/9346, 6-13=-3421/274, 6-12=-203/3910, 7-12=-1031/112, 7-11=-51/1088, 4-13=-3514/315, 4-15=-253/4022, 3-15=-1263/151, 3-16=-97/1358, 2-16=-393/7227, 8-11=-385/7298 NOTES- (10-11) 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 17, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=697, 10=635. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1637 lb down and 106 lb up at 1-6-0, 1637 lb down and 106 lb up at 2-10-12, 1637 lb down and 106 lb up at 4-10-12, 1637 lb down and 106 lb up at 6-10-12, 1637 lb down and 106 lb up at 8-10-12, 1637 lb down and 106 lb up at 10-10-12, 1637 lb down and 106 lb up at 12-10-12, 1637 lb down and 89 lb up at 14-10-12, 1637 lb down and 92 lb up at 16-10-12, 1637 lb down and 92 lb up at 18-10-12, and 1637 lb down and 85 lb up at 20-10-12, and 1638 lb down and 73 lb up at 22-10-12 on bottom chord. The design/selection of such connection device(s) is the Continued responsibility on page of others. 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 36-11-0 4-3-12 -1-0-0 1-0-0 4-3-12 4-3-12 8-4-0 4-0-4 15-1-9 6-9-9 21-9-7 6-7-13 28-7-0 6-9-9 32-7-4 4-0-4 36-11-0 4-3-12 37-11-0 1-0-0 0-11-0 4-11-3 5-1-0 0-11-0 4-11-3 6.00 12 Plate Offsets (X,Y)-- [4:0-4-6,Edge], [8:0-4-6,Edge], [12:0-5-0,0-6-9], [13:0-3-8,0-2-8], [20:0-3-8,0-2-8], [21:0-5-0,0-6-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.79 0.39 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.63 0.13 (loc) 16-17 16-17 12 l/defl >999 >690 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-21,10-12: 2x6 SP 2400F 2.0E, 2-20,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-8 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-14 REACTIONS. (lb/size) 21=2647/0-3-8, 12=2650/0-3-8 Max Horz 21=-53(LC 14) Max Uplift21=-384(LC 5), 12=-385(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4034/565, 3-4=-4202/640, 4-22=-3738/606, 22-23=-3740/606, 23-24=-3742/607, 5-24=-3744/608, 5-25=-5351/897, 25-26=-5351/897, 6-26=-5351/897, 6-7=-5351/897, 7-27=-3752/611, 27-28=-3750/610, 28-29=-3748/609, 8-29=-3747/609, 8-9=-4210/643, 9-10=-4039/566, 2-21=-2415/387, 10-12=-2418/387 BOT CHORD 20-21=-168/1068, 20-30=-478/3532, 19-30=-478/3532, 19-31=-860/5358, 31-32=-860/5358, 18-32=-860/5358, 18-33=-860/5358, 17-33=-860/5358, 17-34=-860/5358, 34-35=-860/5358, 35-36=-860/5358, 16-36=-860/5358, 16-37=-842/5351, 15-37=-842/5351, 15-38=-842/5351, 38-39=-842/5351, 14-39=-842/5351, 14-40=-425/3537, 13-40=-425/3537, 12-13=-121/1070 WEBS 3-20=-321/83, 3-19=-145/417, 4-19=-31/1260, 5-19=-1997/413, 5-17=0/504, 7-16=0/501, 7-14=-1979/406, 8-14=-26/1257, 9-14=-148/422, 9-13=-323/84, 2-20=-319/2495, 10-13=-313/2497 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=384, 12=385. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 87 lb up at 8-4-0, 97 lb down and 87 lb up at 10-6-4, 97 lb down and 87 lb up at 12-6-4, 97 lb down and 87 lb up at 14-6-4, 97 lb down and 87 lb up at 16-6-4, 97 lb down and 87 lb up at 18-6-4, 97 lb down and 87 lb up at 20-6-4, 97 lb down and 87 lb up at 22-6-4, 97 lb down and 87 lb up at 24-6-4, and 97 lb down and 87 lb up at 26-6-4, and 115 lb down and 87 lb up at 28-7-0 on top chord, and 271 lb down and 42 lb up at 4-4-12, 71 lb down at 6-6-4, 71 lb down at 8-4-12, 71 lb down at 10-6-4, 71 lb down at 12-6-4, 71 lb down at 14-6-4, 71 lb down at 16-6-4, 71 lb down at 18-6-4, 71 lb down at 20-6-4, 71 lb down at 22-6-4, 71 lb down at 24-6-4, 71 lb down at 26-6-4, 71 lb down at 28-6-4, and 71 lb down at 30-6-4, and 271 lb down and 42 lb up at 32-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 8-4-0 4-0-4 16-9-9 8-5-9 25-1-7 8-3-13 33-7-0 8-5-9 37-7-4 4-0-4 41-11-0 4-3-12 42-11-0 1-0-0 0-11-0 4-11-3 5-1-0 0-11-0 4-11-3 6.00 12 Plate Offsets (X,Y)-- [4:0-4-6,Edge], [8:0-4-6,Edge], [12:0-3-12,0-7-4], [20:0-3-8,0-2-8], [21:0-4-0,0-7-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.52 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.95 0.20 (loc) 16-17 16-17 12 l/defl >999 >523 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-8: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-19,5-16,7-14,2-20,10-13: 2x4 SPF No.2 2-21,10-12: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-9 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 9-4-14 oc bracing. WEBS 1 Row at midpt 5-16 2 Rows at 1/3 pts 5-19, 7-14 REACTIONS. (lb/size) 21=3046/0-3-8, 12=3083/0-3-8 Max Horz 21=54(LC 5) Max Uplift21=-459(LC 5), 12=-474(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4596/677, 3-4=-4974/783, 4-22=-4446/729, 22-23=-4449/729, 23-24=-4450/730, 24-25=-4454/730, 5-25=-4456/731, 5-26=-7101/1259, 26-27=-7101/1259, 6-27=-7101/1259, 6-28=-7101/1259, 7-28=-7101/1259, 7-29=-4525/756, 29-30=-4521/755, 30-31=-4519/755, 31-32=-4517/754, 8-32=-4515/753, 8-9=-5051/806, 9-10=-4654/699, 2-21=-2774/459, 10-12=-2807/471 BOT CHORD 20-21=-189/1170, 20-33=-586/4032, 19-33=-586/4032, 19-34=-1216/7083, 34-35=-1216/7083, 18-35=-1216/7083, 18-36=-1216/7083, 36-37=-1216/7083, 17-37=-1216/7083, 17-38=-1216/7083, 38-39=-1216/7083, 39-40=-1216/7083, 40-41=-1216/7083, 16-41=-1216/7083, 16-42=-1204/7101, 15-42=-1204/7101, 15-43=-1204/7101, 43-44=-1204/7101, 44-45=-1204/7101, 14-45=-1204/7101, 14-46=-550/4083, 13-46=-550/4083, 12-13=-146/1186 WEBS 3-20=-490/93, 3-19=-174/668, 4-19=-47/1484, 5-19=-3033/636, 5-17=0/635, 7-16=0/625, 7-14=-2975/616, 8-14=-25/1472, 9-14=-180/691, 9-13=-505/96, 2-20=-404/2903, 10-13=-413/2938 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=459, 12=474. 7) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.32 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=622/0-3-8, 6=622/0-3-8 Max Horz 8=-32(LC 7) Max Uplift8=-66(LC 6), 6=-66(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-886/148, 3-4=-886/148, 2-8=-551/173, 4-6=-551/173 BOT CHORD 7-8=-57/540, 6-7=-50/540 WEBS 3-7=0/256, 2-7=-20/342, 4-7=-23/342 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=455/0-5-8, 6=455/0-5-8 Max Horz 8=107(LC 5) Max Uplift8=-51(LC 6), 6=-51(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/68, 3-4=-388/68, 2-8=-405/103, 4-6=-405/103 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.15 0.18 (loc) 5-6 5-6 4 l/defl >999 >450 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=157/Mechanical, 6=307/0-3-8, 5=68/Mechanical Max Horz 6=108(LC 6) Max Uplift4=-70(LC 7), 6=-21(LC 6) Max Grav 4=157(LC 1), 6=307(LC 1), 5=111(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-260/93 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 36-11-0 6-3-8 0-11-0 10-1-12 0-11-0 6.00 12 Plate Offsets (X,Y)-- [11:0-5-0,0-2-0], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.55 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.11 (loc) 15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 REACTIONS. (lb/size) 19=1533/0-3-8, 11=1457/0-3-8 Max Horz 19=118(LC 5) Max Uplift19=-109(LC 6), 11=-70(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2324/317, 3-4=-2058/323, 4-5=-1968/339, 5-6=-1618/341, 6-7=-1618/341, 7-8=-1913/340, 8-9=-2060/324, 9-10=-2333/320, 2-19=-1455/271, 10-11=-1379/218 BOT CHORD 18-19=-118/451, 17-18=-199/2000, 16-17=-116/1769, 15-16=-116/1769, 14-15=-117/1772, 13-14=-117/1772, 12-13=-203/2009, 11-12=-80/503 WEBS 6-15=-155/1005, 7-15=-626/154, 7-13=0/358, 9-13=-315/100, 5-15=-623/153, 5-17=0/356, 3-17=-307/97, 2-18=-140/1560, 10-12=-123/1517 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 19=109. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 2-3-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-10-5 5-4-13 29-3-3 5-4-13 34-8-0 5-4-13 39-8-0 5-0-0 41-11-0 2-3-0 0-11-0 2-0-8 10-1-12 0-11-0 2-0-8 6.00 12 Plate Offsets (X,Y)-- [8:0-1-4,0-3-4], [11:0-3-0,0-2-0], [16:0-2-8,0-2-0], [18:0-2-8,0-2-0], [22:0-2-8,0-2-0], [23:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.57 0.71 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.87 0.20 (loc) 15-16 15-16 13 l/defl >999 >571 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-14: 2x4 SPF No.2, 2-23,12-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 10-11. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-19, 7-19, 9-18, 10-16, 10-14 REACTIONS. (lb/size) 23=1733/0-3-8, 13=1657/Mechanical Max Horz 23=118(LC 5) Max Uplift23=-109(LC 6), 13=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/358, 3-4=-2457/370, 4-5=-2367/387, 5-6=-2030/391, 6-7=-2016/393, 7-8=-2592/433, 8-9=-2737/432, 9-10=-3734/503, 10-11=-1990/260, 11-12=-2197/271, 2-23=-1654/292, 12-13=-1634/201 BOT CHORD 22-23=-130/487, 21-22=-236/2317, 20-21=-160/2128, 19-20=-160/2128, 18-19=-183/2381, 17-18=-343/3302, 16-17=-343/3302, 15-16=-641/5482, 14-15=-636/5485 WEBS 3-21=-276/90, 5-21=0/339, 5-19=-617/156, 6-19=-216/1402, 7-19=-1062/211, 7-18=-67/851, 9-18=-1192/207, 9-16=-34/851, 10-16=-2292/313, 10-14=-3711/455, 11-14=-44/736, 2-22=-160/1843, 12-14=-204/1908 NOTES- (10-11) 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; cantilever left and right exposed ; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=109. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=383/0-5-8, 5=459/0-5-8 Max Horz 7=-116(LC 4) Max Uplift7=-14(LC 6), 5=-50(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-393/68, 2-3=-394/68, 1-7=-332/62, 3-5=-409/104 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.18 (loc) 5-6 5-6 4 l/defl >999 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=157/Mechanical, 6=307/0-3-8, 5=68/Mechanical Max Horz 6=106(LC 6) Max Uplift4=-69(LC 7), 6=-22(LC 6) Max Grav 4=157(LC 1), 6=307(LC 1), 5=111(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-260/95 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [7:0-3-0,0-0-8], [8:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.28 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.02 (loc) 7-8 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=867/0-3-8, 12=939/0-3-8 Max Horz 12=257(LC 5) Max Uplift7=-42(LC 7), 12=-68(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/104, 3-4=-808/150, 4-5=-805/151, 5-6=-789/124, 6-7=-808/106, 2-12=-877/125 BOT CHORD 10-11=-84/821, 9-10=-84/821, 8-9=-4/799 WEBS 3-9=-320/113, 4-9=-57/493, 5-9=-314/88, 5-8=-540/110, 6-8=-76/997, 2-11=0/612 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1-1-0 7-9-5 4-7-0 7-11-0 0-3-8 7-9-5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-5-0,0-0-14], [5:0-4-0,0-1-9], [8:0-3-0,0-0-8], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.25 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.02 (loc) 11 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=867/0-3-8, 14=939/0-3-8 Max Horz 14=240(LC 5) Max Uplift8=-9(LC 6), 14=-67(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/105, 3-4=-849/149, 4-5=-635/156, 5-6=-846/147, 6-7=-786/119, 7-8=-818/100, 2-14=-881/124 BOT CHORD 12-13=-93/826, 11-12=-93/826, 10-11=-56/638, 9-10=-9/800 WEBS 3-11=-262/102, 5-10=-43/262, 6-9=-596/113, 7-9=-83/1032, 2-13=0/653 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-3-0,0-2-3], [4:0-4-0,0-1-9], [7:0-3-0,0-0-8], [8:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.47 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-12 max.): 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=863/0-3-8, 12=941/0-3-8 Max Horz 12=209(LC 5) Max Uplift7=-12(LC 5), 12=-65(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1029/123, 3-4=-688/147, 4-5=-899/143, 5-6=-768/114, 6-7=-821/96, 2-12=-851/156 BOT CHORD 11-12=-208/525, 10-11=-208/525, 9-10=-93/733, 8-9=-19/786 WEBS 3-10=0/267, 4-9=-22/260, 5-8=-641/109, 6-8=-89/1039, 2-10=-149/309 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.46 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.02 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-11 max.): 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 7=867/0-3-8, 12=939/0-3-8 Max Horz 12=178(LC 5) Max Uplift7=-22(LC 5), 12=-57(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1087/121, 3-4=-787/144, 4-5=-957/132, 5-6=-713/103, 6-7=-822/97, 2-12=-870/141 BOT CHORD 11-12=-165/309, 10-11=-121/813, 9-10=-121/813, 8-9=-24/736 WEBS 3-11=0/267, 5-8=-695/86, 6-8=-88/999, 2-11=-143/562 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 4-9-5 2-10-0 4-11-0 0-3-8 4-9-5 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [8:0-3-0,0-0-8], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.32 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.03 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=867/0-3-8, 14=939/0-3-8 Max Horz 14=148(LC 5) Max Uplift8=-35(LC 5), 14=-49(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1085/121, 3-4=-826/139, 4-5=-799/134, 5-6=-975/129, 6-7=-648/91, 7-8=-827/91, 2-14=-878/138 BOT CHORD 12-13=-150/1087, 11-12=-150/1087, 10-11=-150/1087, 9-10=-30/678 WEBS 3-13=0/310, 4-13=-403/117, 4-10=-420/99, 5-10=0/292, 6-9=-735/89, 7-9=-87/978, 2-13=-103/619 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [5:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.48 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 0.05 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-2 max.): 3-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 4-10 REACTIONS. (lb/size) 8=878/0-3-8, 14=951/0-3-8 Max Horz 14=117(LC 5) Max Uplift8=-55(LC 4), 14=-60(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/117, 3-4=-876/130, 4-5=-896/130, 5-6=-1060/121, 2-14=-916/127 BOT CHORD 12-13=-216/1476, 11-12=-216/1476, 10-11=-216/1476, 9-10=-39/650, 8-9=-39/648 WEBS 3-13=0/327, 4-13=-711/145, 4-11=0/292, 4-10=-687/135, 5-10=0/310, 6-10=-70/355, 6-8=-963/89, 2-13=-111/837 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.21 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=431/0-5-8, 6=507/0-3-8 Max Horz 9=-162(LC 4) Max Uplift9=-37(LC 4), 6=-50(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-391/88, 1-2=-293/87, 2-3=-330/91, 3-4=-441/78, 4-6=-446/115 BOT CHORD 7-8=-3/300 WEBS 1-8=-46/396, 2-8=-253/46 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.21 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=431/0-5-8, 6=507/0-3-8 Max Horz 9=-155(LC 4) Max Uplift9=-11(LC 7), 6=-51(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-397/78, 1-2=-286/75, 2-3=-358/88, 3-4=-441/76, 4-6=-447/114 BOT CHORD 7-8=-18/296 WEBS 1-8=-44/413, 2-8=-281/49 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.22 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=431/0-5-8, 6=507/0-3-8 Max Horz 9=-148(LC 4) Max Uplift9=-10(LC 7), 6=-51(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-406/65, 1-2=-266/63, 2-3=-382/84, 3-4=-443/75, 4-6=-448/113 BOT CHORD 7-8=-37/280 WEBS 1-8=-46/433, 2-8=-319/58 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=431/0-5-8, 7=507/0-3-8 Max Horz 11=-117(LC 4) Max Uplift7=-48(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-398/57, 2-3=-407/90, 3-4=-307/96, 4-5=-462/85, 5-7=-460/114 BOT CHORD 8-9=0/325 WEBS 1-10=-55/410, 2-10=-363/78 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.31 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.11 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-8,2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1010/0-3-8, 8=1010/0-5-8 Max Horz 13=-214(LC 4) Max Uplift13=-74(LC 6), 8=-74(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/112, 3-4=-889/159, 4-5=-889/159, 5-6=-1184/112, 6-8=-944/131, 2-13=-944/131 BOT CHORD 12-13=-185/285, 11-12=-34/902, 10-11=-34/902, 9-10=0/902, 8-9=-15/255 WEBS 4-10=-56/538, 5-10=-347/121, 3-10=-347/121, 6-9=0/654, 2-12=0/654 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 36-11-0 6-3-8 37-11-0 1-0-0 0-11-0 10-1-12 0-11-0 6.00 12 Plate Offsets (X,Y)-- [12:0-5-0,0-2-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.55 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.10 (loc) 16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-16 REACTIONS. (lb/size) 20=1532/0-3-8, 12=1532/0-3-8 Max Horz 20=105(LC 5) Max Uplift20=-109(LC 6), 12=-109(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2322/316, 3-4=-2055/322, 4-5=-1966/338, 5-6=-1615/340, 6-7=-1615/340, 7-8=-1966/338, 8-9=-2055/322, 9-10=-2322/316, 2-20=-1453/270, 10-12=-1453/270 BOT CHORD 19-20=-108/451, 18-19=-165/1998, 17-18=-82/1767, 16-17=-82/1767, 15-16=-82/1767, 14-15=-82/1767, 13-14=-165/1998, 12-13=-29/451 WEBS 6-16=-155/1003, 7-16=-623/153, 7-14=0/356, 9-14=-307/97, 5-16=-623/153, 5-18=0/356, 3-18=-307/97, 2-19=-137/1558, 10-13=-137/1558 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=109, 12=109. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 8-3-4 37-11-0 1-0-0 0-11-0 8-11-3 9-1-0 0-11-0 8-11-3 6.00 12 Plate Offsets (X,Y)-- [11:0-5-0,0-8-9], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-5-0,0-8-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.62 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.42 0.10 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-3 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (lb/size) 18=1532/0-3-8, 11=1532/0-3-8 Max Horz 18=-94(LC 4) Max Uplift18=-101(LC 6), 11=-101(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2349/316, 3-4=-1828/284, 4-5=-1713/322, 5-6=-1535/333, 6-7=-1714/322, 7-8=-1829/284, 8-9=-2348/316, 2-18=-1443/277, 9-11=-1442/277 BOT CHORD 17-18=-128/642, 16-17=-145/2003, 15-16=-145/2003, 14-15=-10/1534, 13-14=-145/2002, 12-13=-145/2002, 11-12=-70/644 WEBS 3-15=-564/156, 5-15=-10/446, 6-14=-10/446, 8-14=-562/156, 2-17=-75/1366, 9-12=-75/1364 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=101, 11=101. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 4-9-8 29-11-12 6-8-12 36-11-0 6-11-4 37-11-0 1-0-0 0-11-0 7-7-3 7-9-0 0-11-0 7-7-3 6.00 12 Plate Offsets (X,Y)-- [12:0-5-0,0-2-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.57 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.10 (loc) 16 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-4 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 6-14 REACTIONS. (lb/size) 20=1532/0-3-8, 12=1532/0-3-8 Max Horz 20=81(LC 5) Max Uplift20=-89(LC 6), 12=-89(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2335/298, 3-4=-1995/282, 4-5=-1899/314, 5-6=-1705/319, 6-7=-1705/319, 7-8=-1899/314, 8-9=-1995/282, 9-10=-2335/298, 2-20=-1450/262, 10-12=-1450/262 BOT CHORD 19-20=-89/518, 18-19=-143/2002, 17-18=-49/1824, 16-17=-49/1824, 15-16=-49/1824, 14-15=-49/1824, 13-14=-143/2002, 12-13=-39/518 WEBS 3-18=-367/118, 5-18=-2/519, 6-18=-360/69, 6-14=-360/69, 7-14=-2/519, 9-14=-367/118, 2-19=-104/1493, 10-13=-104/1493 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 5-4-12 36-11-0 5-7-4 37-11-0 1-0-0 0-11-0 6-3-3 6-5-0 0-11-0 6-3-3 6.00 12 Plate Offsets (X,Y)-- [10:0-5-0,0-2-0], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.65 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.41 0.12 (loc) 14 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-10 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12 REACTIONS. (lb/size) 18=1532/0-3-8, 10=1532/0-3-8 Max Horz 18=68(LC 5) Max Uplift18=-74(LC 6), 10=-74(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2286/279, 3-4=-2149/301, 4-5=-1871/304, 5-6=-1871/304, 6-7=-2149/301, 7-8=-2286/279, 2-18=-1454/249, 8-10=-1454/249 BOT CHORD 17-18=-53/411, 16-17=-139/1971, 15-16=-109/2280, 14-15=-109/2280, 13-14=-109/2280, 12-13=-109/2280, 11-12=-139/1971, 10-11=-12/411 WEBS 4-16=0/561, 5-16=-635/83, 5-14=0/314, 5-12=-635/83, 6-12=0/561, 2-17=-128/1573, 8-11=-128/1573 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 25-7-9 7-2-1 32-9-11 7-2-1 37-9-11 5-0-0 41-11-0 4-1-5 0-11-0 2-9-14 10-1-12 0-11-0 2-9-14 6.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-1-14], [16:0-2-8,0-1-8], [20:0-2-8,0-2-0], [21:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.59 0.56 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.78 0.18 (loc) 14-16 14-16 12 l/defl >999 >639 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-21: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-17: 2x4 SPF No.2, 9-16: 2x4 SPF-S Stud, 2-21,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 9-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-17, 8-17, 9-16, 9-13 REACTIONS. (lb/size) 21=1733/0-3-8, 12=1657/Mechanical Max Horz 21=118(LC 5) Max Uplift21=-109(LC 6), 12=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2684/357, 3-4=-2456/370, 4-5=-2366/386, 5-6=-2032/388, 6-7=-1948/384, 7-8=-2054/350, 8-9=-3085/441, 9-10=-2386/324, 10-11=-2620/330, 2-21=-1659/292, 11-12=-1593/219 BOT CHORD 20-21=-128/459, 19-20=-235/2319, 18-19=-159/2127, 17-18=-159/2127, 16-17=-237/2673, 15-16=-506/4502, 14-15=-506/4502, 13-14=-503/4506, 12-13=-37/300 WEBS 3-19=-279/90, 5-19=0/332, 5-17=-615/156, 6-17=-195/1370, 8-17=-1234/242, 8-16=-8/823, 9-16=-1945/286, 9-13=-2411/296, 10-13=-57/865, 2-20=-162/1873, 11-13=-204/2043 NOTES- (10-11) 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; cantilever left and right exposed ; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=109. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 12-4-8 6-1-0 18-5-8 6-1-0 24-3-9 5-10-1 30-1-11 5-10-1 35-1-11 5-0-0 41-11-0 6-9-5 0-11-0 4-1-14 10-1-12 0-11-0 4-1-14 6.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-14], [10:0-5-0,0-8-9], [15:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:0-5-0,0-8-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.87 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.65 0.18 (loc) 13-15 13-15 11 l/defl >999 >764 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 9-8-5 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15, 8-12 REACTIONS. (lb/size) 20=1733/0-3-8, 11=1657/Mechanical Max Horz 20=118(LC 5) Max Uplift20=-109(LC 6), 11=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/357, 3-4=-2457/368, 4-5=-2367/384, 5-6=-2032/388, 6-7=-2028/389, 7-8=-2826/428, 8-9=-2344/350, 9-10=-2730/350, 2-20=-1651/293, 10-11=-1574/238 BOT CHORD 19-20=-118/487, 18-19=-235/2320, 17-18=-157/2127, 16-17=-157/2127, 15-16=-192/2449, 14-15=-366/3546, 13-14=-366/3546, 12-13=-368/3543, 11-12=-108/598 WEBS 3-18=-280/92, 5-18=0/340, 5-16=-611/151, 6-16=-202/1382, 7-16=-1092/211, 7-15=-47/856, 8-15=-1322/210, 8-12=-1513/183, 9-12=-28/824, 2-19=-172/1846, 10-12=-117/1779 NOTES- (9-10) 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; cantilever left and right exposed ; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 20=109. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 4-9-15 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-11-9 4-6-1 27-5-11 4-6-1 32-5-11 5-0-0 37-1-1 4-7-7 41-11-0 4-9-15 0-11-0 5-5-14 10-1-12 0-11-0 5-5-14 6.00 12 Plate Offsets (X,Y)-- [8:0-3-10,Edge], [11:0-5-0,0-2-0], [13:0-2-8,0-2-0], [17:0-2-8,0-2-0], [21:0-2-8,0-2-0], [22:0-5-0,0-8-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.75 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.16 (loc) 15-17 15-17 12 l/defl >999 >891 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-22,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 8-17, 8-14 REACTIONS. (lb/size) 22=1733/0-3-8, 12=1657/Mechanical Max Horz 22=118(LC 5) Max Uplift22=-109(LC 6), 12=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2682/355, 3-4=-2457/366, 4-5=-2368/383, 5-6=-2031/387, 6-7=-1999/393, 7-8=-2598/422, 8-9=-2278/361, 9-10=-2602/372, 10-11=-2592/335, 2-22=-1651/292, 11-12=-1579/224 BOT CHORD 21-22=-118/488, 20-21=-234/2319, 19-20=-155/2128, 18-19=-155/2128, 17-18=-153/2254, 16-17=-271/2959, 15-16=-271/2959, 14-15=-272/2958, 13-14=-232/2252, 12-13=-56/431 WEBS 3-20=-280/92, 5-20=0/344, 5-18=-611/152, 6-18=-215/1406, 7-18=-1002/193, 7-17=-90/903, 8-17=-1084/182, 8-14=-976/120, 9-14=-57/794, 2-21=-170/1844, 11-13=-178/1843 NOTES- (9-10) 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; cantilever left and right exposed ; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 22=109. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 12-4-8 6-1-0 18-5-8 6-1-0 24-9-11 6-4-3 29-9-11 5-0-0 35-9-1 5-11-7 41-11-0 6-1-15 0-11-0 6-9-14 10-1-12 0-11-0 6-9-14 6.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-14], [10:0-5-0,0-8-9], [12:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:0-5-0,0-8-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.68 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.52 0.15 (loc) 15-16 15-16 11 l/defl >999 >949 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-8 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-13 REACTIONS. (lb/size) 20=1733/0-3-8, 11=1657/Mechanical Max Horz 20=118(LC 5) Max Uplift20=-109(LC 6), 11=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/354, 3-4=-2456/365, 4-5=-2366/381, 5-6=-2033/385, 6-7=-2044/382, 7-8=-2155/370, 8-9=-2487/375, 9-10=-2686/351, 2-20=-1651/291, 10-11=-1576/233 BOT CHORD 19-20=-117/485, 18-19=-233/2321, 17-18=-153/2125, 16-17=-153/2125, 15-16=-199/2538, 14-15=-200/2537, 13-14=-200/2537, 12-13=-232/2325, 11-12=-78/528 WEBS 3-18=-282/94, 5-18=0/337, 5-16=-606/148, 6-16=-185/1371, 7-16=-1138/208, 7-13=-624/78, 8-13=-49/718, 2-19=-171/1848, 10-12=-155/1810 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 11 except (jt=lb) 20=109. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-1-11 3-8-3 27-1-11 5-0-0 34-5-1 7-3-7 41-11-0 7-5-15 0-11-0 8-1-14 10-1-12 0-11-0 8-1-14 6.00 12 Plate Offsets (X,Y)-- [7:0-3-10,Edge], [12:0-5-0,0-8-9], [13:0-2-8,0-1-8], [20:0-2-8,0-2-0], [21:0-5-0,0-8-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.67 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.14 (loc) 16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-12 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-14, 10-14 REACTIONS. (lb/size) 21=1733/0-3-8, 12=1657/Mechanical Max Horz 21=118(LC 5) Max Uplift21=-109(LC 6), 12=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2682/353, 3-4=-2458/363, 4-5=-2368/379, 5-6=-2030/384, 6-7=-1993/392, 7-8=-2008/377, 8-9=-2239/374, 9-10=-2342/353, 10-11=-2721/360, 2-21=-1651/291, 11-12=-1569/243 BOT CHORD 20-21=-117/488, 19-20=-231/2319, 18-19=-153/2128, 17-18=-153/2128, 16-17=-128/2160, 15-16=-128/2159, 14-15=-128/2159, 13-14=-225/2341, 12-13=-109/667 WEBS 3-19=-280/92, 5-19=0/346, 5-17=-611/152, 6-17=-219/1441, 7-17=-993/182, 7-14=-322/42, 8-14=-13/597, 10-14=-417/130, 2-20=-168/1844, 11-13=-117/1682 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 12 except (jt=lb) 21=109. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 19-5-11 5-7-3 24-5-11 5-0-0 30-2-10 5-8-15 35-11-9 5-8-15 41-11-0 5-11-7 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 18-5-8 4-7-0 19-5-11 1-0-3 24-5-11 5-0-0 30-2-10 5-8-15 35-11-9 5-8-15 41-11-0 5-11-7 0-11-0 9-7-11 10-1-12 0-11-0 0-8-0 9-7-11 6.00 12 Plate Offsets (X,Y)-- [9:0-4-4,0-2-12], [10:0-4-8,0-1-12], [15:0-5-0,0-2-0], [16:0-2-8,0-2-0], [24:0-6-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.88 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.51 0.26 (loc) 22 20-21 15 l/defl >999 >967 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-19: 2x4 SPF No.2, 2-27,14-15: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-3 max.): 9-10. BOT CHORD Structural wood sheathing directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 9-20, 9-19, 11-19 REACTIONS. (lb/size) 27=1732/0-3-8, 15=1657/Mechanical Max Horz 27=118(LC 5) Max Uplift27=-110(LC 6), 15=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1451/180, 3-4=-3528/455, 4-5=-3094/402, 5-6=-2560/373, 6-7=-2473/401, 7-8=-2526/497, 8-9=-1966/404, 9-10=-1809/377, 10-11=-2092/382, 11-12=-2353/379, 12-13=-2491/363, 13-14=-2675/352, 2-27=-1601/252, 14-15=-1576/234 BOT CHORD 26-27=-83/268, 23-24=-407/3289, 22-23=-248/2708, 19-20=-63/1830, 18-19=-162/2162, 17-18=-162/2162, 16-17=-234/2317, 15-16=-77/509 WEBS 7-22=-293/155, 3-26=-1666/177, 24-26=-131/1402, 3-24=-320/2277, 4-23=-589/181, 5-23=0/316, 5-22=-603/130, 20-22=-54/1724, 8-22=-204/1020, 8-20=-110/793, 9-20=-830/184, 10-19=-39/539, 11-19=-551/144, 11-17=0/318, 2-26=-118/1119, 14-16=-158/1822 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 15 except (jt=lb) 27=110. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 8-1-0 5-9-8 13-10-8 5-9-8 20-1-5 6-2-13 21-9-11 1-8-5 28-5-4 6-7-10 35-0-14 6-7-10 41-11-0 6-10-2 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 20-1-5 6-2-13 21-9-11 1-8-5 28-5-4 6-7-10 35-0-14 6-7-10 41-11-0 6-10-2 0-11-0 10-11-11 0-11-0 0-8-0 10-11-11 6.00 12 Plate Offsets (X,Y)-- [8:0-5-8,0-2-4], [9:0-3-0,0-2-0], [14:0-5-0,0-8-9], [15:0-2-8,0-1-8], [19:0-3-8,0-1-8], [21:0-3-8,0-2-12], [23:0-6-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.89 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.53 0.26 (loc) 21 19-20 14 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-21,8-19,8-18,9-18: 2x4 SPF No.2, 2-26,13-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 9-0-9 oc bracing. WEBS 1 Row at midpt 8-19, 8-18, 10-18 REACTIONS. (lb/size) 26=1732/0-3-8, 14=1657/Mechanical Max Horz 26=126(LC 5) Max Uplift26=-116(LC 6), 14=-77(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1450/183, 3-4=-3533/466, 4-5=-3091/409, 5-6=-2565/383, 6-7=-2423/412, 7-8=-2574/532, 8-9=-1626/385, 9-10=-1903/386, 10-11=-2303/387, 11-12=-2405/369, 12-13=-2708/366, 2-26=-1602/256, 13-14=-1572/245 BOT CHORD 25-26=-92/269, 22-23=-418/3298, 21-22=-253/2703, 18-19=-26/1624, 17-18=-144/2074, 16-17=-144/2074, 15-16=-238/2337, 14-15=-97/594 WEBS 7-21=-371/190, 3-25=-1663/180, 23-25=-143/1400, 3-23=-329/2289, 4-22=-604/190, 5-22=0/317, 5-21=-586/122, 19-21=-29/1583, 8-21=-243/1133, 8-18=-247/258, 9-18=-70/545, 10-18=-689/172, 10-16=0/402, 12-16=-346/110, 2-25=-120/1116, 13-15=-141/1753 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 14 except (jt=lb) 26=116. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 13-10-8 5-9-8 20-11-8 7-1-0 27-10-8 6-11-0 34-9-8 6-11-0 41-11-0 7-1-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 20-11-8 7-1-0 27-10-8 6-11-0 34-9-8 6-11-0 41-11-0 7-1-8 0-11-0 11-4-12 0-11-0 0-8-0 6.00 12 Plate Offsets (X,Y)-- [13:0-5-0,0-8-9], [14:0-2-8,0-1-8], [19:0-3-8,0-2-12], [21:0-6-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.89 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.57 0.26 (loc) 19 17-18 13 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-19,8-17: 2x4 SPF No.2, 2-24,12-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 8-11-14 oc bracing: 20-21. WEBS 1 Row at midpt 9-17 REACTIONS. (lb/size) 24=1732/0-3-8, 13=1657/Mechanical Max Horz 24=131(LC 5) Max Uplift24=-119(LC 6), 13=-80(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1450/185, 3-4=-3534/471, 4-5=-3090/414, 5-6=-2566/388, 6-7=-2424/417, 7-8=-2578/544, 8-9=-1857/388, 9-10=-2277/391, 10-11=-2371/372, 11-12=-2717/372, 2-24=-1602/258, 12-13=-1571/248 BOT CHORD 23-24=-96/269, 20-21=-423/3300, 19-20=-257/2702, 16-17=-139/2039, 15-16=-139/2039, 14-15=-240/2342, 13-14=-104/618 WEBS 7-19=-399/196, 3-23=-1662/182, 21-23=-150/1400, 3-21=-334/2291, 4-20=-607/195, 5-20=0/317, 5-19=-579/120, 17-19=-22/1534, 8-19=-251/1150, 8-17=-35/585, 9-17=-719/177, 9-15=0/408, 11-15=-389/118, 2-23=-121/1116, 12-14=-137/1733 NOTES- (6-7) 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; cantilever left and right exposed ; 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) 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) 13 except (jt=lb) 24=119. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 13-10-8 5-9-8 19-0-0 5-1-8 22-11-0 3-11-0 29-2-3 6-3-3 35-5-5 6-3-3 41-11-0 6-5-11 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 19-0-0 5-1-8 22-11-0 3-11-0 29-2-3 6-3-3 35-5-5 6-3-3 41-11-0 6-5-11 0-11-0 10-5-0 0-11-0 0-8-0 10-5-0 6.00 12 Plate Offsets (X,Y)-- [8:0-5-8,0-2-4], [9:0-3-0,0-2-0], [14:0-5-0,0-8-9], [15:0-2-8,0-2-0], [19:0-2-8,0-1-8], [21:0-3-4,0-2-12], [23:0-6-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.89 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.26 (loc) 21 21-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-21,8-18: 2x4 SPF No.2, 2-26,13-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-15 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 8-19, 8-18, 10-18 REACTIONS. (lb/size) 26=1732/0-3-8, 14=1657/Mechanical Max Horz 26=121(LC 5) Max Uplift26=-112(LC 6), 14=-73(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1450/181, 3-4=-3531/458, 4-5=-3093/404, 5-6=-2563/376, 6-7=-2479/405, 7-8=-2555/512, 8-9=-1700/379, 9-10=-1984/383, 10-11=-2292/382, 11-12=-2443/365, 12-13=-2696/359, 2-26=-1601/253, 13-14=-1574/240 BOT CHORD 25-26=-86/268, 22-23=-410/3294, 21-22=-249/2705, 18-19=-39/1693, 17-18=-150/2113, 16-17=-150/2113, 15-16=-235/2330, 14-15=-89/559 WEBS 7-21=-332/174, 3-25=-1664/177, 23-25=-133/1401, 3-23=-323/2283, 4-22=-597/184, 5-22=0/317, 5-21=-596/126, 19-21=-41/1664, 8-21=-226/1100, 9-18=-53/536, 10-18=-636/162, 10-16=0/369, 12-16=-292/100, 2-25=-118/1117, 13-15=-147/1783 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 14 except (jt=lb) 26=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 25-7-0 4-7-8 33-7-12 8-0-12 41-11-0 8-3-4 0-11-0 8-11-3 9-1-0 0-11-0 8-11-3 6.00 12 Plate Offsets (X,Y)-- [5:0-4-6,Edge], [7:0-4-6,Edge], [11:Edge,0-3-4], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-4-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.67 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.14 (loc) 15 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 6-14, 9-14 REACTIONS. (lb/size) 19=1733/0-3-8, 11=1657/Mechanical Max Horz 19=107(LC 5) Max Uplift19=-100(LC 6), 11=-61(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2725/352, 3-4=-2247/325, 4-5=-2136/362, 5-6=-1912/370, 6-7=-1913/370, 7-8=-2135/363, 8-9=-2248/325, 9-10=-2730/355, 2-19=-1640/297, 10-11=-1565/244 BOT CHORD 18-19=-137/691, 17-18=-210/2337, 16-17=-210/2337, 15-16=-83/1988, 14-15=-83/1988, 13-14=-213/2342, 12-13=-213/2342, 11-12=-128/746 WEBS 3-16=-514/150, 5-16=0/578, 6-16=-341/78, 6-14=-340/78, 7-14=0/579, 9-14=-520/152, 2-18=-104/1652, 10-12=-85/1603 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 19, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 6-11-4 6-11-4 13-8-0 6-8-12 20-11-8 7-3-8 28-3-0 7-3-8 34-11-12 6-8-12 41-11-0 6-11-4 42-11-0 1-0-0 0-11-0 7-7-3 7-9-0 0-11-0 7-7-3 6.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [19:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.68 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.15 (loc) 16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,6-14: 2x4 SPF No.2, 2-20,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-5 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 6-14 REACTIONS. (lb/size) 20=1732/0-3-8, 12=1732/0-3-8 Max Horz 20=-81(LC 4) Max Uplift20=-86(LC 6), 12=-86(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2706/334, 3-4=-2398/328, 4-5=-2297/348, 5-6=-2061/348, 6-7=-2061/348, 7-8=-2297/348, 8-9=-2398/328, 9-10=-2706/334, 2-20=-1658/279, 10-12=-1658/279 BOT CHORD 19-20=-107/458, 18-19=-176/2334, 17-18=-107/2401, 16-17=-107/2401, 15-16=-107/2401, 14-15=-107/2401, 13-14=-176/2334, 12-13=-55/458 WEBS 3-18=-332/124, 5-18=-19/649, 6-18=-610/91, 6-16=0/301, 6-14=-610/91, 7-14=-19/649, 9-14=-332/124, 2-19=-122/1887, 10-13=-122/1887 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 5-7-4 5-7-4 11-0-0 5-4-12 17-8-1 6-8-1 24-2-15 6-6-13 30-11-0 6-8-1 36-3-12 5-4-12 41-11-0 5-7-4 42-11-0 1-0-0 0-11-0 6-3-3 6-5-0 0-11-0 6-3-3 6.00 12 Plate Offsets (X,Y)-- [12:0-5-0,0-8-9], [13:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-5-0,0-8-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.75 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.18 (loc) 16-17 16-17 12 l/defl >999 >866 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-12 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-16, 7-14 REACTIONS. (lb/size) 21=1732/0-3-8, 12=1732/0-3-8 Max Horz 21=-68(LC 4) Max Uplift21=-70(LC 6), 12=-70(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2638/312, 3-4=-2541/339, 4-5=-2218/337, 5-6=-2843/393, 6-7=-2843/393, 7-8=-2218/337, 8-9=-2541/339, 9-10=-2638/312, 2-21=-1651/267, 10-12=-1651/267 BOT CHORD 20-21=-53/442, 19-20=-169/2285, 18-19=-163/2843, 17-18=-163/2843, 16-17=-163/2843, 15-16=-163/2843, 14-15=-163/2843, 13-14=-169/2285, 12-13=-15/442 WEBS 4-19=-20/726, 5-19=-928/103, 5-17=0/267, 7-16=0/268, 7-14=-929/103, 8-14=-19/726, 2-20=-155/1859, 10-13=-155/1859 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=224/0-4-14, 3=53/Mechanical, 4=21/Mechanical Max Horz 5=82(LC 6) Max Uplift5=-43(LC 6), 3=-28(LC 6) Max Grav 5=224(LC 1), 3=53(LC 1), 4=46(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-3-8, 3=70/0-1-8 Max Horz 4=34(LC 5) Max Uplift4=-4(LC 4), 3=-10(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=161/0-3-8, 4=47/0-1-8 Max Horz 5=40(LC 5) Max Uplift5=-49(LC 4), 4=-8(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.13 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=229/0-3-8, 4=139/0-1-8 Max Horz 5=63(LC 6) Max Uplift5=-42(LC 4), 4=-21(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; 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) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.00 (loc) 3-4 3-4 l/defl >960 >316 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=262/0-3-0, 3=262/0-1-8 Max Horz 4=66(LC 6) Max Uplift4=-10(LC 4), 3=-35(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.39 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.00 (loc) 4-5 4-5 l/defl >960 >323 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=336/0-3-0, 4=256/0-1-8 Max Horz 5=80(LC 6) Max Uplift5=-48(LC 4), 4=-33(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-283/158 NOTES- (7-8) 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; cantilever left and right exposed ; 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) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-6-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=56/0-5-8, 2=40/Mechanical, 3=16/Mechanical Max Horz 4=42(LC 6) Max Uplift2=-31(LC 6), 3=-5(LC 6) Max Grav 4=56(LC 1), 2=40(LC 1), 3=27(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=153/0-3-8, 3=19/Mechanical, 4=8/Mechanical Max Horz 5=75(LC 6) Max Uplift5=-13(LC 6), 3=-23(LC 6), 4=-10(LC 6) Max Grav 5=153(LC 1), 3=19(LC 1), 4=25(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=153/0-3-8, 3=19/Mechanical, 4=8/Mechanical Max Horz 5=75(LC 6) Max Uplift5=-13(LC 6), 3=-23(LC 6), 4=-10(LC 6) Max Grav 5=153(LC 1), 3=19(LC 1), 4=25(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 2-0-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=164/0-3-8, 3=38/Mechanical, 4=15/Mechanical Max Horz 5=64(LC 6) Max Uplift5=-28(LC 6), 3=-22(LC 6) Max Grav 5=164(LC 1), 3=38(LC 1), 4=34(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=161/0-3-8, 3=34/Mechanical, 4=13/Mechanical Max Horz 5=62(LC 6) Max Uplift5=-29(LC 6), 3=-20(LC 6) Max Grav 5=161(LC 1), 3=34(LC 1), 4=31(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=231/0-3-8, 3=124/Mechanical, 4=63/Mechanical Max Horz 5=94(LC 6) Max Uplift5=-26(LC 6), 3=-59(LC 6) Max Grav 5=231(LC 1), 3=124(LC 1), 4=114(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 30 lb up at 3-11-4 on top chord, and 43 lb down at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-24(F) 4=-21(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=153/0-3-8, 3=20/Mechanical, 4=8/Mechanical Max Horz 5=57(LC 6) Max Uplift5=-30(LC 6), 3=-15(LC 6), 4=-1(LC 6) Max Grav 5=153(LC 1), 3=20(LC 1), 4=25(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=150/0-3-8, 3=13/Mechanical, 4=7/Mechanical Max Horz 5=72(LC 6) Max Uplift5=-13(LC 6), 3=-20(LC 6), 4=-11(LC 6) Max Grav 5=150(LC 1), 3=13(LC 1), 4=22(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=153/0-3-8, 3=20/Mechanical, 4=8/Mechanical Max Horz 5=57(LC 6) Max Uplift5=-30(LC 6), 3=-15(LC 6), 4=-1(LC 6) Max Grav 5=153(LC 1), 3=20(LC 1), 4=25(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=157/0-3-8, 3=28/Mechanical, 4=11/Mechanical Max Horz 5=60(LC 6) Max Uplift5=-29(LC 6), 3=-18(LC 6) Max Grav 5=157(LC 1), 3=28(LC 1), 4=29(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=157/0-3-8, 3=27/Mechanical, 4=11/Mechanical Max Horz 5=60(LC 6) Max Uplift5=-29(LC 6), 3=-18(LC 6) Max Grav 5=157(LC 1), 3=27(LC 1), 4=28(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 in -0.00 -0.00 0.00 (loc) 4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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* 2-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-3-8, 3=70/Mechanical Max Horz 4=50(LC 6) Max Uplift3=-40(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=165/0-3-8, 4=46/Mechanical Max Horz 5=84(LC 6) Max Uplift5=-12(LC 6), 4=-37(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=152/0-3-8, 3=17/Mechanical, 4=8/Mechanical Max Horz 5=74(LC 6) Max Uplift5=-13(LC 6), 3=-22(LC 6), 4=-10(LC 6) Max Grav 5=152(LC 1), 3=17(LC 1), 4=24(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=152/0-3-8, 3=17/Mechanical, 4=8/Mechanical Max Horz 5=74(LC 6) Max Uplift5=-13(LC 6), 3=-22(LC 6), 4=-10(LC 6) Max Grav 5=152(LC 1), 3=17(LC 1), 4=24(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 4-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=243/0-3-8, 3=178/Mechanical, 4=76/Mechanical Max Horz 5=99(LC 6) Max Uplift5=-25(LC 6), 3=-85(LC 6) Max Grav 5=243(LC 1), 3=178(LC 1), 4=132(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 52 lb up at 4-3-4 on top chord, and 54 lb down at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-68(F) 4=-30(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.08 (loc) 4-5 4-5 3 l/defl >999 >449 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=307/0-3-8, 3=157/Mechanical, 4=68/Mechanical Max Horz 5=166(LC 6) Max Uplift3=-89(LC 6) Max Grav 5=307(LC 1), 3=157(LC 1), 4=111(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-260/68 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-1-8. (lb) - Max Horz 20=-32(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.10 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=229/0-3-8, 5=139/0-1-8 Max Horz 7=110(LC 5) Max Uplift7=-28(LC 6), 5=-34(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a 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 *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=161/2-0-0, 4=47/2-0-0 Max Horz 5=40(LC 5) Max Uplift5=-49(LC 4), 4=-8(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=173/4-0-0, 5=23/4-0-0, 6=173/4-0-0 Max Horz 7=63(LC 5) Max Uplift7=-42(LC 4), 5=-2(LC 5), 6=-23(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 1-1-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 97 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-11-8. (lb) - Max Horz 20=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 WB (Matrix) 0.27 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=301/0-8-3, 3=103/Mechanical, 4=42/Mechanical Max Horz 5=96(LC 5) Max Uplift5=-64(LC 5), 3=-44(LC 5) Max Grav 5=301(LC 1), 3=103(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-258/93 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 5 and 44 lb uplift at joint 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 10 lb up at 2-0-4, and 43 lb down and 23 lb up at 2-6-0 on top chord, and 1 lb up at 2-0-4, and 3 lb down and 13 lb up at 2-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(F) 9=-1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 (Matrix) 0.27 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=299/0-4-13, 3=103/Mechanical, 4=40/Mechanical Max Horz 5=96(LC 5) Max Uplift5=-65(LC 5), 3=-44(LC 5) Max Grav 5=299(LC 1), 3=103(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-258/93 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 5 and 44 lb uplift at joint 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 7 lb up at 1-9-12, and 47 lb down and 10 lb up at 2-6-0 on top chord, and 1 lb up at 1-9-12, and 2 lb down and 17 lb up at 2-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(B) 9=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017 (Matrix) 0.29 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.03 (loc) 4-5 4-5 3 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 4-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=313/0-4-13, 3=116/Mechanical, 4=46/Mechanical Max Horz 5=101(LC 5) Max Uplift5=-72(LC 5), 3=-49(LC 5) Max Grav 5=313(LC 1), 3=116(LC 1), 4=86(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/95 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 5 and 49 lb uplift at joint 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 3 lb up at 1-7-4, and 47 lb down and 9 lb up at 2-5-6 on top chord, and 9 lb up at 1-7-4, and 2 lb down and 18 lb up at 2-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(B) 9=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 22,2017