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HomeMy WebLinkAboutOBF-071 Seal Truss DrawingsRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35495294 thru I35495364 My license renewal date for the state of Indiana is July 31, 2020. B18803611 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: FISCHER OBF-071 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 6,2018 Liu, Xuegang Job B18803611 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495294 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:01 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-AgBkflP9bnn8qyc6fwKoU369sagWvUxwzyJgISyBnSy Scale = 1:28.1 1 2 3 6 5 4 7 8 9 3x4 3x6 3x6 3x4 4-6-0 4-5-7 -1-9-10 1-9-10 4-5-0 4-5-0 4-6-0 0-1-0 2-6-0 4-9-7 4-11-15 0-4-13 4-7-2 4-11-15 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803611 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495295 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:02 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-etl6s5QnM5v?R6BIDer11HfNB_2bexB4Cc2DquyBnSx Scale = 1:18.3 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 2x4 3-8-5 3-7-12 3-8-13 0-0-8 -1-9-10 1-9-10 3-8-13 3-8-13 1-0-0 2-10-3 3-0-14 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803611 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495296 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:03 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-63IU4QRP7O1r3GmUnLMGZUCYxONpNNRDRGonMLyBnSw Scale = 1:18.3 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 2x4 3-8-13 3-8-4 -1-9-10 1-9-10 3-7-13 3-7-13 3-8-13 0-1-0 1-0-0 2-10-6 3-0-14 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803611 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495297 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:03 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-63IU4QRP7O1r3GmUnLMGZUCXdON0NNRDRGonMLyBnSw Scale: 1/2"=1' 1 2 3 4 7 6 5 3x4 3x4 3x4 2x4 3-0-3 2-11-10 -1-9-10 1-9-10 2-11-1 2-11-1 3-0-3 0-1-2 2-6-0 3-11-8 4-2-1 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job B18803611 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495298 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:04 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-aFssHmS2ui9ihPLgL3tV6ikjhok86qhMfwXKunyBnSv Scale: 3/4"=1' 1 2 3 6 5 4 2x4 3x4 3x6 2x4 2-10-15 2-10-6 -1-9-10 1-9-10 2-9-13 2-9-13 2-10-15 0-1-2 1-0-0 2-4-13 2-7-6 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803611 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495299 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:05 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-2SQEU6Tgf0HZIZwtumOkfvHvhB3CrHxWuaHtRDyBnSu Scale = 1:13.1 1 2 3 4 7 6 8 9 5 2x4 2x4 3x4 2x4 3-4-9 3-4-9 -1-5-2 1-5-2 3-2-5 3-2-5 3-4-9 0-2-4 0-9-12 0-8-8 1-10-15 2-0-8 0-3-8 3.33 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803611 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495300 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:05 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-2SQEU6Tgf0HZIZwtumOkfvHw5B32rHxWuaHtRDyBnSu Scale = 1:10.4 1 2 3 5 4 2x4 3x4 1-5-2 1-5-2 -1-5-2 1-5-2 1-5-2 1-5-2 0-9-12 0-8-8 1-6-0 0-3-8 3.33 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 Job B18803611 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495301 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:06 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Xe_diSTIQJPQwjV3STvzB7q5KbPsakOf7E0RzfyBnSt Scale = 1:28.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-8 15-8-8 -1-0-0 1-0-0 7-10-4 7-10-4 15-8-8 7-10-4 16-8-8 1-0-0 0-4-0 2-11-7 0-4-0 4.00 12 LOADING (psf) TCLL TCDL BCLL Job B18803611 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495302 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:07 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-?qY?voUwBdXHYt4F0BQCkKMCm?kTJ5HpLum_V6yBnSs Scale = 1:61.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 29 27 30 31 28 32 3x12 3x4 4x6 3x4 2x4 3x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18803611 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495303 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:08 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-T06N78VYyxg891fSauyRGYvMMP3j2diyaYVY1YyBnSr Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-8 12-7-8 -1-0-0 1-0-0 6-3-12 6-3-12 12-7-8 6-3-12 13-7-8 1-0-0 Job B18803611 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495304 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:09 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-xDglKUWAjEo?nBEe7cTgplSb4pQ?n2e5pCF5a_yBnSq Scale = 1:46.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 Job B18803611 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495305 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:10 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-PPD7YqWoUYwsPKoqhJ_vMz_Z6CbuWWHF2s_e6RyBnSp Scale = 1:75.4 1 2 3 4 5 6 78 18 17 15 14 13 12 11 10 9 19 20 36 37 16 38 4x6 3x12 5x12 2x4 2x4 3x12 2x4 3x8 8x8 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18803611 Truss J01 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495306 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:11 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-tbnWl9XRFs2j0UN1F1V8uAXtUc4QF?QOGWkCetyBnSo Scale = 1:28.3 1 2 3 4 6 5 7 3x4 3x6 3x4 3x4 3x6 2-6-5 2-6-5 3-10-5 1-4-0 -1-0-0 1-0-0 2-6-5 2-6-5 3-10-5 1-4-0 2-6-0 5-0-5 4-8-13 0-3-8 5-0-5 12.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job B18803611 Truss J02 Truss Type Jack-Closed Qty 20 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495307 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:11 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-tbnWl9XRFs2j0UN1F1V8uAXr2c41F?QOGWkCetyBnSo Scale = 1:35.2 1 2 3 5 4 3x6 3x6 3x4 3x6 -1-0-0 1-0-0 3-10-5 3-10-5 2-6-0 6-4-5 6-0-13 0-3-8 6-4-5 12.00 12 Plate Offsets (X,Y)-- [3:0-0-9,0-1-8], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R Job B18803611 Truss J03 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495308 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:12 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-LoLuyVY3?9AaeeyDpk0NRO44z0SB_SgYVATlAJyBnSn Scale = 1:25.2 1 2 3 4 7 6 5 3x4 3x4 3x4 2x4 3-4-6 3-4-6 -1-0-0 1-0-0 3-2-2 3-2-2 3-4-6 0-2-4 2-2-0 4-1-1 4-4-15 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC Job B18803611 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495309 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:12 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-LoLuyVY3?9AaeeyDpk0NRO4?n0Pp_SgYVATlAJyBnSn Scale = 1:21.9 1 2 5 3 4 3x4 3x6 1-2-6 1-2-6 -1-0-0 1-0-0 1-2-6 1-2-6 2-6-0 3-8-6 3-1-15 3-8-6 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.59 0.27 Job B18803611 Truss J05 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495310 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:13 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-p_vGArZhmTIRGoXPMSXczbcFZQnBjt_hkqDJjlyBnSm Scale = 1:18.5 1 2 3 4 8 7 6 5 2x4 3x4 3x4 2x4 5x6 2x4 3x6 2-2-0 2-2-0 3-5-3 1-3-3 -1-0-0 1-0-0 2-1-3 2-1-3 3-5-3 1-4-0 1-0-0 3-1-3 2-1-11 0-11-8 2-5-3 0-8-0 3-1-3 12.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B18803611 Truss J06 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495311 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:13 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-p_vGArZhmTIRGoXPMSXczbcGgQn2jvvhkqDJjlyBnSm Scale = 1:18.5 1 2 3 4 6 7 5 2x4 3x4 3x4 2x4 2x4 2-1-3 2-1-3 3-5-3 1-4-0 -1-0-0 1-0-0 2-1-3 2-1-3 3-5-3 1-4-0 1-0-0 3-1-3 2-9-11 0-3-8 3-1-3 12.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803611 Truss J07 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495312 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:14 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-IATeNBaJXnQIuy6bw93rWp9Saq8NSLqryUysFCyBnSl Scale = 1:25.4 1 2 3 4 8 7 6 5 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2-2-0 2-2-0 3-5-3 1-3-3 -1-0-0 1-0-0 2-2-0 2-2-0 3-5-3 1-3-3 1-0-0 4-5-3 3-5-11 0-11-8 3-9-3 0-8-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803611 Truss J08 Truss Type Jack-Closed Qty 12 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495313 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:14 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-IATeNBaJXnQIuy6bw93rWp9Sdq8BSM9ryUysFCyBnSl Scale = 1:25.4 1 2 3 5 4 2x4 3x4 3x4 2x4 3-5-3 3-5-3 -1-0-0 1-0-0 3-5-3 3-5-3 1-0-0 4-5-3 4-1-11 0-3-8 4-5-3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job B18803611 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495314 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:15 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-mN10bXaxI4Y9V6hoUsa430ieSDV6BpP_B8iPneyBnSk Scale = 1:15.4 1 2 3 7 6 4 5 3x6 2x4 2x4 2-8-11 2-8-11 -1-0-0 1-0-0 2-8-11 2-8-11 0-8-0 2-1-2 2-5-13 2-0-9 2-5-13 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job B18803611 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495315 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:15 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-mN10bXaxI4Y9V6hoUsa430ieSDV6BpP_B8iPneyBnSk Scale = 1:15.4 1 2 3 7 6 4 5 3x6 2x4 2x4 2-8-11 2-8-11 -1-0-0 1-0-0 2-8-11 2-8-11 0-8-0 2-1-2 2-5-13 2-0-9 2-5-13 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job B18803611 Truss J11 Truss Type Jack-Open Qty 5 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495316 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:16 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-EZbPotbZ3Og?7FG_2a5JbEEgUdmAwGf7QoRzK4yBnSj Scale = 1:24.5 1 2 5 3 4 3x6 3x6 1-8-11 1-8-11 -1-0-0 1-0-0 1-8-11 1-8-11 2-6-0 4-2-11 3-8-4 4-2-11 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.67 0.30 Job B18803611 Truss J12 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495317 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:16 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-EZbPotbZ3Og?7FG_2a5JbEEj?dnAwGf7QoRzK4yBnSj Scale = 1:17.6 1 2 3 4 6 7 8 5 3x4 3x4 3x4 3x4 3x8 1-8-0 1-8-0 5-8-0 4-0-0 -1-0-0 1-0-0 1-8-0 1-8-0 5-8-0 4-0-0 1-0-0 2-6-12 2-8-0 2-3-4 0-3-8 2-6-12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18803611 Truss J13 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495318 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:17 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-il9n0DcBqioslPrAbHcY8Rnvq18bfjvHfSBWsXyBnSi Scale = 1:25.0 1 2 3 4 6 5 3x4 2x4 3x4 3x4 3x6 3-0-0 3-0-0 5-8-0 2-8-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-8-0 2-8-0 1-0-0 3-10-3 4-0-0 3-6-11 0-3-8 3-10-3 12.00 12 Plate Offsets (X,Y)-- [3:0-2-2,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803611 Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495319 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:18 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Ayi9DZdqb?wjMZQN9?7ngfK4qRTdOA9Qt5w4OzyBnSh Scale = 1:32.7 1 2 3 4 6 5 7 3x4 2x4 3x4 3x4 3x6 4-4-0 4-4-0 5-8-0 1-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 5-8-0 1-4-0 1-0-0 5-2-3 5-4-0 4-10-11 0-3-8 5-2-3 12.00 12 Plate Offsets (X,Y)-- [3:0-2-2,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18803611 Truss J15 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495320 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:18 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Ayi9DZdqb?wjMZQN9?7ngfK5ZRSAOA9Qt5w4OzyBnSh Scale = 1:38.7 1 2 3 5 6 4 3x4 2x4 3x4 3x6 5-8-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 1-0-0 6-8-0 6-4-8 0-3-8 6-8-0 12.00 12 Plate Offsets (X,Y)-- [3:0-0-9,0-1-8], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job B18803611 Truss J16 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495321 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:19 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-e8GXQvdSMJ2a_j_Zjie0DssKoqsy7dOa6lgdwPyBnSg Scale = 1:16.3 1 2 3 5 4 3x6 2x4 2x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-8-0 2-8-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.04 0.00 Job B18803611 Truss J17 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495322 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:19 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-e8GXQvdSMJ2a_j_Zjie0DssE7qpP7dOa6lgdwPyBnSg Scale = 1:24.5 1 4 2 3 3x4 3x4 1-8-11 1-8-11 1-8-11 1-8-11 2-6-0 4-2-11 3-8-4 4-2-11 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.46 0.21 0.00 DEFL. Vert(LL) Job B18803611 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495323 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:20 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-6KqveEe47dARctZlHQ9Fm4PVGECGs4ejLPPATsyBnSf Scale = 1:10.9 1 2 5 3 4 2x4 2x4 -0-9-8 0-9-8 0-11-15 0-11-15 0-9-9 0-8-5 1-7-1 0-3-8 1-2-6 1-7-1 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.04 Job B18803611 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495324 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:20 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-6KqveEe47dARctZlHQ9Fm4PUqECys4ejLPPATsyBnSf Scale = 1:13.1 1 2 5 3 4 2x4 2x4 -0-9-8 0-9-8 1-10-8 1-10-8 0-9-9 0-8-5 2-0-5 0-3-8 1-7-11 2-0-5 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.06 Job B18803611 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495325 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:21 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-aXOIrafiuwIID18yq7hUIHxg7eYYbWuta39k?IyBnSe Scale = 1:10.4 1 2 5 3 4 2x4 2x4 -0-9-8 0-9-8 0-9-8 0-9-8 0-9-9 0-8-5 1-5-13 0-3-8 1-1-3 1-5-13 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.04 Job B18803611 Truss M02 Truss Type Monopitch Qty 6 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495326 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:21 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-aXOIrafiuwIID18yq7hUIHxdgeXAbWuta39k?IyBnSe Scale = 1:14.3 1 2 3 5 4 3x4 2x4 2x4 3x6 -0-9-8 0-9-8 4-11-4 4-11-4 1-0-0 0-8-5 2-7-4 0-3-8 2-3-12 0-3-8 2-7-4 4.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job B18803611 Truss M03 Truss Type Monopitch Qty 4 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495327 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:22 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-3jyg3wgKfEQ9rAj8OrCjrVUkc2qQKz80ojuHXkyBnSd Scale = 1:18.6 1 2 3 5 4 3x6 3x12 3x8 -0-9-8 0-9-8 6-11-4 6-11-4 1-0-0 0-8-5 3-3-4 0-3-8 2-11-12 0-3-8 3-3-4 4.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-3-8,Edge], [5:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R Job B18803611 Truss PB01 Truss Type GABLE Qty 4 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495328 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:22 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-3jyg3wgKfEQ9rAj8OrCjrVUqy2sWKzg0ojuHXkyBnSd Scale = 1:18.4 2 3 4 6 1 5 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-4 2-7-12 2-8-0 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job B18803611 Truss PB02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495329 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:23 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-XvW2GGhyQXY0TKIKyYjyNi1?aSCB3PI91Neq3AyBnSc Scale = 1:28.8 2 3 4 5 6 10 9 8 1 7 3x4 3x4 2x4 2x4 2x4 6x6 2x4 6x6 16-0-0 16-0-0 3-10-12 3-10-12 12-1-5 8-2-9 16-0-0 3-10-11 -0-0-4 2-4-12 2-7-2 0-1-0 0-1-8 2-3-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803611 Truss PB03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495330 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:24 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-?54QUchaBrht4UtWWFEBwwZAkrYMotlJG1NOcdyBnSb Scale = 1:31.0 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 6-10-12 6-10-12 9-1-5 2-2-9 16-0-0 6-10-11 -0-0-4 4-4-12 4-7-2 0-1-0 0-1-8 4-3-8 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803611 Truss PB04 Truss Type GABLE Qty 3 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495331 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:25 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-TIdohyiDy9pkieSj3zlQT76K0FueXJQSUh7x83yBnSa Scale = 1:34.5 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 5-3-12 5-4-0 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 Job B18803611 Truss PB05 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495332 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:26 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-xUBAvIjriSxbKo1vdgGf?LfVJfEqGnGcjLsVgVyBnSZ Scale = 1:30.4 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 6-8-4 6-8-4 9-3-12 2-7-7 16-0-0 6-8-4 -0-0-4 4-3-2 4-5-8 0-1-0 0-1-8 4-1-14 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803611 Truss PB06 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495333 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:27 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-PglZ6ekTTm3Sxyc5BOnuYYBgv3a8?EOly?c2CyyBnSY Scale = 1:28.8 2 3 4 5 6 7 8 12 11 10 1 9 5x8 5x8 3x4 3x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 3-8-4 3-8-4 12-3-12 8-7-7 16-0-0 3-8-4 -0-0-4 2-3-2 2-5-8 0-1-0 0-1-8 2-1-14 8.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-1], [3:0-4-13,Edge], [4:0-1-12,0-0-0], [6:0-1-12,0-0-0], [7:0-0-0,0-1-1], [7:0-4-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803611 Truss T01 Truss Type Common Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495334 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:27 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-PglZ6ekTTm3Sxyc5BOnuYYBVp3Uy?DDly?c2CyyBnSY Scale = 1:53.9 1 2 3 4 5 8 7 6 9 10 4x6 3x8 2x4 3x8 4x8 4x8 6-3-12 6-3-12 12-7-8 6-3-12 -1-0-0 1-0-0 6-3-12 6-3-12 12-7-8 6-3-12 13-7-8 1-0-0 2-6-0 8-9-12 2-6-0 12.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [4:0-4-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803611 Truss T02 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495335 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:28 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-ttJxJzk5E4BIZ5AIl5J74mkfOTjnkTduBfLblOyBnSX Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 19 20 21 12 22 11 6x6 3x6 5x8 3x6 3x6 3x6 3x8 4x6 3x6 2x4 4x10 3x8 5x8 3x4 4x6 3x6 3x6 9-3-7 9-3-7 18-0-4 8-8-12 26-10-12 8-10-8 35-9-4 8-10-8 44-9-8 9-0-4 -1-0-0 1-0-0 4-9-8 4-9-8 9-3-7 4-6-0 18-0-4 8-8-12 26-10-12 8-10-8 35-9-4 Job B18803611 Truss T03 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495336 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:29 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-M3tJXJlj?NJ9BFlUIpqMdzHtgs3ATvF2PJ59HqyBnSW Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 21 22 23 24 25 14 26 13 12 3x6 3x6 5x6 5x6 3x16 MT18HS 3x4 3x6 4x10 3x8 3x4 3x4 3x4 3x8 3x6 3x4 4x10 5x6 3x16 MT18HS 5x6 6-3-8 6-3-8 12-3-7 6-0-0 22-4-12 10-1-5 32-6-1 10-1-5 38-6-0 6-0-0 44-9-8 6-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-3-7 6-0-0 19-0-5 Job B18803611 Truss T04 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495337 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:30 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-qFRhkfmLmhR0oPKgsWLbABp?nGROCUyBezqipGyBnSV Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 3x6 6x6 6x6 3x6 3x6 3x4 3x6 3x12 3x4 3x8 2x4 3x4 3x6 3x4 3x12 6x6 6x6 3x6 7-9-8 7-9-8 15-3-7 7-6-0 22-4-12 7-1-5 29-6-1 7-1-5 37-0-0 7-6-0 44-9-8 7-9-8 -1-0-0 1-0-0 7-9-8 7-9-8 15-3-7 7-6-0 Job B18803611 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495338 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:31 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-IS?3y?nzX?ZtQZvtQEsqiOMB9gk?xxCLtdaGLjyBnSU Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 20 21 22 13 23 12 11 3x6 6x8 6x8 3x6 3x6 3x4 3x6 3x12 3x4 3x8 2x4 3x4 3x6 3x4 3x12 5x6 5x6 3x6 7-4-2 7-4-2 14-4-12 7-0-10 22-4-12 8-0-0 30-4-12 8-0-0 37-5-6 7-0-10 44-9-8 7-4-2 -1-0-0 1-0-0 7-4-2 7-4-2 14-4-12 7-0-10 22-4-12 Job B18803611 Truss T06 Truss Type Piggyback Base Qty 3 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495339 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:32 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-meZS9LocIIhk2jU3_xN3FcvMw47dgG7U5HJpu9yBnST Scale = 1:91.3 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 28 29 30 8x8 5x8 5x8 3x6 3x4 2x4 3x6 6x10 2x4 2x4 3x6 6x8 10x10 3x6 3x6 3x4 3x4 8x8 3x4 3x6 4x10 5x6 3x4 5x6 1-3-12 1-3-12 2-4-0 1-0-4 Job B18803611 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495340 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:33 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Eq6qNhoE3cpbft3FXeuInpRXeUQVPrneKx3MQbyBnSS Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 3x6 6x8 6x8 3x6 3x4 3x6 3x6 3x8 3x4 3x8 2x4 3x4 3x6 3x8 5x6 3x4 5x6 3x6 7-4-2 7-4-2 14-4-12 7-0-10 22-4-12 8-0-0 30-4-12 8-0-0 37-5-6 7-0-10 44-9-8 7-4-2 Job B18803611 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495341 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:34 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-i1gCa1psqwxSH0eR5MPYK1_jYtpi8AhnZbowy2yBnSR Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 3x6 5x8 6x6 3x6 3x6 2x4 2x4 5x12 2x4 2x4 3x4 3x6 4x10 3x4 5x12 3x6 6x8 3x6 3x4 5x6 5x6 6x16 7-4-2 7-4-2 14-4-12 7-0-10 20-7-6 6-2-10 26-10-0 6-2-10 31-2-0 4-4-0 Job B18803611 Truss T09 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495342 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:35 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-ADEanNqUbD3JvADef3xntEXswH8qtdpwoFYTVUyBnSQ Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 24 25 15 14 13 26 27 3x6 5x6 6x6 3x6 3x6 2x4 2x4 5x12 2x4 2x4 3x4 3x6 5x12 3x8 4x8 3x12 6x8 3x6 3x4 6x6 5x6 6x16 7-8-4 7-8-4 15-1-0 7-4-12 20-11-8 5-10-8 26-10-0 5-10-8 31-2-0 4-4-0 37-10-0 Job B18803611 Truss T10 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495343 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:36 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-ePoy?jr6MXBAWKoqDnS0PS35?hSGc5s40vH01wyBnSP Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 27 28 29 5x8 5x12 5x6 5x6 3x4 3x4 4x6 2x4 3x6 6x10 2x4 2x4 3x6 8x8 6x8 10x10 3x6 3x6 3x6 4x8 5x8 3x6 2x4 4x10 5x6 1-3-12 1-3-12 2-4-0 1-0-4 7-2-8 4-10-8 12-1-0 4-10-8 Job B18803611 Truss T11 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495344 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:37 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-7cMLC2rk7rJ18UN0mUzFyfcH?5ngLZRDFZ1aZMyBnSO Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 6x10 5x12 5x6 5x6 3x4 3x4 4x6 2x4 3x6 6x10 2x4 2x4 3x8 8x8 6x8 8x10 3x6 5x8 5x8 4x6 2x4 5x8 5x6 1-3-12 1-3-12 2-4-0 1-0-4 9-1-0 6-9-0 16-7-0 7-6-0 19-7-13 3-0-13 25-8-12 6-0-15 31-9-11 Job B18803611 Truss T12 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495345 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:38 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-bowjQOsMu8RumexDKCUUUt9SEV6P4?bNUDm75pyBnSN Scale = 1:92.7 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 25 26 27 24 28 29 30 5x8 5x8 5x6 6x8 2x4 2x4 2x4 4x6 4x6 8x10 3x4 3x8 MT18HS 6x6 5x8 8x8 4x6 4x8 4x6 4x8 4x10 5x8 3x6 6x10 2x4 6x10 5x6 1-3-12 1-3-12 2-4-0 1-0-4 6-1-0 3-9-0 11-4-7 5-3-6 16-7-0 5-2-9 Job B18803611 Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495346 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:39 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-3_U5dkt?fSZlNoWPuv?j14hZXuS7pTwWitWheFyBnSM Scale = 1:89.0 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 32 33 13 34 3x6 5x6 6x8 4x8 2x4 3x6 2x4 5x8 2x4 3x6 5x12 4x8 5x12 4x6 3x6 2x4 6x8 5x6 2x4 6x8 3x6 0-11-0 0-11-0 2-2-0 1-3-0 9-4-14 7-2-14 13-5-0 4-0-2 16-7-12 3-2-12 Job B18803611 Truss T14 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495347 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:40 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-XA1Tr4udPmib?x5bScWyZIEofIpjYt7fxXFEAhyBnSL Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 22 20 19 18 17 16 15 31 32 14 33 6x6 3x6 4x8 2x4 3x6 5x12 2x4 2x4 3x16 MT18HS 5x12 4x8 4x6 4x6 3x6 6x10 3x6 6x10 3x6 6x10 5x6 0-11-0 0-11-0 2-2-0 1-3-0 8-7-13 6-5-13 13-5-0 4-9-3 23-0-6 9-7-6 32-7-12 9-7-6 Job B18803611 Truss T15 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495348 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:41 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-?Nbr2QuFA3qSd5go?K2B6Vmvqi7QHLOpAA?ni8yBnSK Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 12 21 22 20 19 18 17 16 15 14 13 31 32 33 6x6 6x6 6x8 3x6 4x8 2x4 3x6 5x12 2x4 2x4 3x8 5x12 4x8 6x10 4x8 2x4 5x12 5x12 3x6 3x6 2x4 0-11-0 0-11-0 2-2-0 1-3-0 6-10-14 4-8-14 13-5-0 6-6-2 21-6-6 8-1-6 29-7-12 8-1-6 Job B18803611 Truss T16 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495349 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:43 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-xljcT6wVih4AsPqA7l4fBwsEqWqKlFw6dUUun0yBnSI Scale = 1:84.8 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 33 34 5x6 6x6 3x6 4x8 2x4 3x6 6x8 2x4 2x4 5x12 5x12 4x8 5x12 4x6 5x8 2x4 3x4 8x8 3x6 2x4 6x8 3x6 0-11-0 0-11-0 2-2-0 1-3-0 8-3-2 6-1-2 13-5-0 Job B18803611 Truss T17 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495350 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:44 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-PyH_gSx7T_C1UZPMhSbuk8ONtvAiUj0Fs8DSJSyBnSH Scale = 1:91.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 32 33 34 3x6 5x6 6x6 3x8 6x8 3x6 4x8 2x4 3x6 2x4 5x8 2x4 3x8 5x12 4x8 5x12 4x6 3x6 2x4 6x8 3x6 2x4 0-11-0 0-11-0 2-2-0 1-3-0 9-9-2 7-7-2 13-5-0 Job B18803611 Truss T18 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495351 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:45 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-u8rMuoymEIKu6j_ZEA67GLxZaJbOCA6P5oz?rvyBnSG Scale = 1:89.0 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 36 37 38 13 39 3x6 6x8 5x8 4x8 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 5x12 4x8 5x12 4x6 3x6 3x6 2x4 2x4 5x12 5x6 4x8 6x8 3x6 0-11-0 0-11-0 2-2-0 1-3-0 Job B18803611 Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495352 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:46 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-MKPk57yO?cSljsZlotdMpZUkDjxixleYJSiYNLyBnSF Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 25 26 27 28 29 6x8 5x8 6x10 3x6 3x6 5x8 2x4 3x6 3x8 5x8 3x6 2x4 6x10 3x6 8-5-10 8-5-10 16-7-12 8-2-2 24-7-12 8-0-0 32-9-14 8-2-2 41-3-8 8-5-10 -1-0-0 1-0-0 8-5-10 8-5-10 16-7-12 8-2-2 24-7-12 8-0-0 32-9-14 Job B18803611 Truss T20 Truss Type Common Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495353 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:48 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-IjWVWp_eXDiTzAi8wIgqu_Z8_XjXPhFrnmBfSEyBnSD Scale = 1:43.2 1 2 3 4 5 6 7 10 9 8 4x6 3x8 4x6 4x6 2x4 3x6 2x4 3x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 3-1-12 3-1-12 6-0-0 2-10-4 8-10-4 2-10-4 12-0-0 3-1-12 13-0-0 1-0-0 1-0-0 7-0-0 1-0-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 Job B18803611 Truss T20 Truss Type Common Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495353 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:48 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-IjWVWp_eXDiTzAi8wIgqu_Z8_XjXPhFrnmBfSEyBnSD LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-774(F=-720)-to-2=-666(F=-612), 2=-666(F=-612)-to-4=-114(F=-60) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss T21 Truss Type Common Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495354 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:49 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-mv4tj9?GIXqKaKHKT?B3RB6Jwww080S_0QxD_gyBnSC Scale = 1:66.6 1 2 3 4 5 6 9 8 7 10 11 12 13 4x6 3x4 5x12 4x6 4x6 3x6 4x8 6x6 10-0-0 10-0-0 19-8-0 9-8-0 20-0-0 0-4-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 19-8-0 4-9-12 20-0-0 0-4-0 1-0-0 11-0-0 0-3-8 12.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 Job B18803611 Truss T22 Truss Type Common Qty 2 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495355 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:50 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-E6eFxV?u3qyBCUsW1jiIzPeUXKCEtZE8E4gmW6yBnSB Scale = 1:52.7 1 2 3 4 5 6 7 10 9 8 4x6 4x8 6x16 2x4 2x4 4x8 12-0-0 12-0-0 24-0-0 12-0-0 -1-0-0 1-0-0 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 25-0-0 1-0-0 0-8-0 8-8-0 0-8-0 8.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-2-0], [10:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Job B18803611 Truss T23 Truss Type Common Qty 8 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495356 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:52 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-AUm0MB19bSCvRn0v98km3pktH8z2LWjRiO9tb?yBnS9 Scale = 1:28.4 1 2 3 4 5 6 4x6 3x8 2x4 3x8 7-10-4 7-10-4 15-8-8 7-10-4 -1-0-0 1-0-0 7-10-4 7-10-4 15-8-8 7-10-4 16-8-8 1-0-0 0-4-0 2-11-7 0-4-0 4.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-5], [4:Edge,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 Job B18803611 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495357 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:53 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-fhKOZX2nMlKl3xb5irF?b1GyJYJD4rgaw2vQ7RyBnS8 Scale = 1:58.0 1 2 3 4 5 6 10 9 8 7 1112 13 14 15 4x8 6x8 3x8 3x8 2x4 2x4 6x8 10x10 10x10 3-11-13 3-11-13 10-0-11 6-0-14 14-0-8 3-11-13 -1-0-0 1-0-0 3-11-13 3-11-13 7-0-4 3-0-7 10-0-11 3-0-7 14-0-8 3-11-13 2-6-0 9-6-4 2-6-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 Job B18803611 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495357 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:53 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-fhKOZX2nMlKl3xb5irF?b1GyJYJD4rgaw2vQ7RyBnS8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 10-11=-20, 11-14=-60, 7-14=-20 Concentrated Loads (lb) Vert: 9=-3127(F) 8=-1954(F) 12=-2035(F) 13=-1922(F) 15=-1958(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495358 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:54 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-7tumns3P63Sch5AHGZmE8Ep8NxkTpEmj9iezftyBnS7 Scale = 1:53.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 5x6 4x6 3x4 10x10 3x4 3x6 8x8 3x6 8x8 5x6 3-3-10 3-3-10 6-3-12 3-0-2 9-3-14 3-0-2 12-7-8 3-3-10 3-3-10 3-3-10 6-3-12 3-0-2 9-3-14 3-0-2 12-7-8 3-3-10 13-7-8 1-0-0 2-6-0 8-9-12 2-6-0 12.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-2-12,0-1-8], [8:0-3-8,0-4-0], [10:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803611 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495358 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:55 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-b3R8_C31tNbTIFlUqGITgSMJ7L4iYh0tOMOXCKyBnS6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 7-11=-20 Concentrated Loads (lb) Vert: 12=-1765(F) 13=-1774(F) 14=-1969(F) 15=-2026(F) 16=-1750(F) 17=-1767(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495359 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:56 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-3F?WBY4fegjKwPJgO_piDfuV3lLAH7?0d074kmyBnS5 Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 2829 30 31 32 33 3435 36 37 38 39 40 41 42 5x6 3x6 4x8 3x6 3x8 MT18HS 3x6 3x8 4x10 2x4 3x6 3x6 2x4 3x8 2x4 5x12 4x6 3x6 3x8 MT18HS 6-3-7 6-3-7 13-10-2 7-6-11 21-6-8 7-8-7 29-2-15 7-8-7 36-11-5 7-8-7 44-9-8 7-10-3 -1-0-0 1-0-0 6-3-7 6-3-7 13-10-2 7-6-11 21-6-8 7-8-7 Job B18803611 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495359 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:56 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-3F?WBY4fegjKwPJgO_piDfuV3lLAH7?0d074kmyBnS5 NOTES- (14-15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 232 lb up at 4-4-3, 138 lb down and 157 lb up at 6-4-3, 138 lb down and 157 lb up at 8-4-4, 138 lb down and 157 lb up at 10-4-4, 138 lb down and 157 lb up at 12-4-4, 138 lb down and 157 lb up at 14-4-4, 138 lb down and 157 lb up at 16-4-4, 138 lb down and 157 lb up at 18-4-4, 138 lb down and 157 lb up at 20-4-4, 138 lb down and 157 lb up at 22-4-4, 138 lb down and 157 lb up at 24-4-4, 138 lb down and 157 lb up at 26-4-4, 138 lb down and 157 lb up at 28-4-4, 138 lb down and 157 lb up at 30-4-4, 138 lb down and 157 lb up at 32-4-4, 138 lb down and 157 lb up at 34-4-4, 138 lb down and 157 lb up at 36-4-4, 138 lb down and 157 lb up at 38-4-4, 138 lb down and 157 lb up at 40-4-4, and 138 lb down and 157 lb up at 42-4-4, and 143 lb down and 153 lb up at 44-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-10=-54, 18-19=-20, 18-22=-60, 22-28=-20, 15-28=-60, 15-32=-20, 32-35=-60, 35-41=-20, 11-41=-60 Concentrated Loads (lb) Vert: 11=-109 18=-102 20=-156 21=-102 23=-102 24=-102 25=-102 26=-102 27=-102 29=-102 30=-102 31=-102 32=-102 33=-102 34=-102 36=-102 37=-102 38=-102 39=-102 40=-102 42=-102 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss TG04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495360 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:58 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-?e7HcE6vAIz29iT3VOrAI4_p0Z?Vl23J4KcBpfyBnS3 Scale = 1:87.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 6x16 5x6 5x8 3x8 5x12 3x16 MT18HS 3x4 4x8 4x8 5x6 4x8 5x8 3x6 3x6 5x12 5x12 4x6 3x8 3-1-0 3-1-0 13-7-13 10-6-13 19-8-5 6-0-7 25-8-12 6-0-7 31-9-3 6-0-7 37-9-11 6-0-7 44-9-8 6-11-13 -1-0-0 Job B18803611 Truss TG04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495360 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:28:58 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-?e7HcE6vAIz29iT3VOrAI4_p0Z?Vl23J4KcBpfyBnS3 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-5=-54, 5-7=-54, 7-9=-54, 9-10=-54, 16-20=-20, 16-30=-60, 14-30=-20, 13-14=-60, 11-13=-20 Concentrated Loads (lb) Vert: 19=-29(F) 27=2(F) 28=2(F) 29=2(F) 31=-1(F) 32=-1(F) 33=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495361 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:29:01 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-QDpPFG8oTDLd0ACeAXOtwjbKSm3dyQhlmIrrPzyBnS0 Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 1123 23 22 21 20 19 18 17 16 32 33 34 35 15 14 36 37 38 39 40 41 42 43 44 45 5x6 3x6 3x8 2x4 3x6 5x12 2x4 2x4 3x8 MT18HS 4x10 3x8 5x12 3x6 6x8 3x8 2x4 4x10 5x6 2x4 6x8 3x4 0-11-0 0-11-0 2-2-0 1-3-0 5-7-13 3-5-13 13-5-0 7-9-3 20-9-5 7-4-5 28-3-6 Job B18803611 Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-071 Job Reference (optional) I35495361 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:29:01 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-QDpPFG8oTDLd0ACeAXOtwjbKSm3dyQhlmIrrPzyBnS0 NOTES- (13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 102 lb up at 3-8-9, 85 lb down and 81 lb up at 5-8-9, 85 lb down and 81 lb up at 7-8-9, 85 lb down and 81 lb up at 9-8-9, 85 lb down and 81 lb up at 11-8-9, 85 lb down and 82 lb up at 13-6-12, 85 lb down and 82 lb up at 15-8-9, 85 lb down and 82 lb up at 17-8-9, 85 lb down and 82 lb up at 19-8-9, 85 lb down and 82 lb up at 21-7-0, 85 lb down and 82 lb up at 23-7-0, 85 lb down and 82 lb up at 25-7-0, 85 lb down and 82 lb up at 27-7-0, 85 lb down and 82 lb up at 29-7-0, 85 lb down and 82 lb up at 31-7-0, 85 lb down and 82 lb up at 33-7-0, and 85 lb down and 82 lb up at 35-7-0, and 146 lb down and 105 lb up at 37-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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: 1-5=-54, 5-10=-54, 10-13=-54, 22-24=-20, 19-21=-20, 18-28=-20 Concentrated Loads (lb) Vert: 19=-85 16=-85 20=-85 14=-85 32=-143 33=-85 34=-85 35=-85 36=-85 37=-85 38=-85 39=-85 40=-85 41=-85 42=-85 43=-85 44=-85 45=-146 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495362 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:29:02 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-uPNnSc9QEWTUeKnqkEw6Tw8UNANNhvJv?yaPyQyBnS? Scale = 1:43.2 1 2 3 4 5 6 9 8 10 11 12 13 14 15 7 16 17 18 19 5x6 5x6 4x10 4x6 3x8 3x8 4x10 9-0-0 9-0-0 15-0-0 6-0-0 24-0-0 9-0-0 -1-0-0 1-0-0 9-0-0 9-0-0 15-0-0 6-0-0 24-0-0 9-0-0 25-0-0 1-0-0 0-8-0 6-8-0 0-8-0 6-8-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-14], [3:0-4-4,0-2-4], [4:0-4-4,0-2-4], [5:0-1-5,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 Job B18803611 Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495362 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:29:02 2018 Page 2 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-uPNnSc9QEWTUeKnqkEw6Tw8UNANNhvJv?yaPyQyBnS? LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-12=-20, 12-17=-60, 5-17=-20 Concentrated Loads (lb) Vert: 9=-211 7=-211 10=-235 11=-172 13=-205 14=-205 15=-205 16=-205 18=-172 19=-235 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803611 Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495363 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:29:02 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-uPNnSc9QEWTUeKnqkEw6Tw8cRAVRh32v?yaPyQyBnS? Scale = 1:11.7 1 2 3 4 6 5 7 8 9 3x4 3x4 2x4 2x4 3x6 3-2-8 3-2-8 4-11-4 1-8-12 -0-9-8 0-9-8 3-2-8 3-2-8 4-11-4 1-8-12 1-0-0 0-8-5 2-0-5 0-3-8 1-8-13 0-3-8 2-0-5 4.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-13], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job B18803611 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-071 Job Reference (optional) I35495364 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 6 05:29:03 2018 Page 1 ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-McwAgxA2?qbLGUM0IyRL?8hkjapgQWI2EcKyUsyBnS_ Scale = 1:18.6 1 2 3 5 4 6 7 8 3x6 3x12 3x8 -0-9-8 0-9-8 6-11-4 6-11-4 1-0-0 0-8-5 3-3-4 0-3-8 2-11-12 0-3-8 3-3-4 4.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-3-8,Edge], [5:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. WB Matrix-R 0.54 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.00 (loc) 4-5 4-5 4 l/defl >999 >425 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=284/0-1-8, 4=236/0-1-8 Max Horz 5=100(LC 4) Max Uplift 5=-86(LC 3), 4=-52(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5, 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) 5, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 68 lb up at 1-11-4 on top chord, and 6 lb down and 22 lb up at 1-7-0, and 21 lb up at 1-11-4 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=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 6=18(F) 8=5(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 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 4-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=247/0-1-8, 5=205/0-1-8 Max Horz 6=60(LC 4) Max Uplift 6=-75(LC 3), 5=-71(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 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) 6, 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 21 lb up at 3-11-4 on top chord, and 58 lb down and 47 lb up at 3-2-8, and 12 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 8=-58(F) 9=1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.83 0.66 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.46 0.05 (loc) 2-9 2-9 5 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except 2-0-0 oc purlins (3-7-3 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=2216/0-3-8, 5=2216/0-3-8 Max Horz 2=146(LC 12) Max Uplift 2=-573(LC 5), 5=-573(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2909/746, 3-4=-2326/665, 4-5=-2909/746 BOT CHORD 2-9=-567/2298, 7-9=-572/2326, 5-7=-564/2298 WEBS 3-9=-340/1258, 4-7=-340/1258 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=573, 5=573. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 87 lb up at 3-0-12, 172 lb down and 65 lb up at 5-0-12, 205 lb down and 85 lb up at 7-0-12, 211 lb down and 111 lb up at 9-0-12, 205 lb down and 111 lb up at 11-0-12, 205 lb down and 111 lb up at 12-11-4, 211 lb down and 111 lb up at 14-11-4, 205 lb down and 85 lb up at 16-11-4, and 172 lb down and 65 lb up at 18-11-4, and 235 lb down and 87 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 7-6-1 35-7-12 7-4-5 41-3-8 5-7-13 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 5-7-13 3-5-13 13-5-0 7-9-3 20-9-5 7-4-5 28-3-6 7-6-1 35-7-12 7-4-5 41-3-8 5-7-13 42-3-8 1-0-0 0-8-0 4-4-2 4-5-3 0-8-0 4-4-2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-0,0-2-3], [10:0-3-0,0-2-3], [17:0-3-8,0-3-0], [19:0-4-8,0-2-12], [21:0-7-0,0-3-0], [23:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.78 0.57 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.46 -0.77 0.21 (loc) 17-18 17-18 12 l/defl >999 >642 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 341 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-22: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-19,17-19,8-15,10-15: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except 2-0-0 oc purlins (4-6-1 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. REACTIONS. (lb/size) 2=2404/0-3-8, 12=2404/0-3-8 Max Horz 2=-89(LC 3) Max Uplift 2=-989(LC 4), 12=-990(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1920/828, 3-4=-5504/2448, 4-5=-4344/1983, 5-6=-6512/3081, 6-8=-6450/3053, 8-9=-5437/2568, 9-10=-5437/2568, 10-12=-3619/1626 BOT CHORD 2-23=-960/2073, 22-23=-121/265, 20-21=-2194/4800, 19-20=-1679/3595, 17-18=-203/440, 15-17=-2949/6266, 14-15=-1277/2929, 12-14=-1282/2940 WEBS 4-21=-413/932, 6-19=-441/235, 3-23=-1578/737, 21-23=-1107/2385, 3-21=-1099/2432, 4-20=-1220/521, 5-20=-327/750, 5-19=-1604/3225, 17-19=-2758/5849, 8-17=-90/318, 8-15=-970/485, 9-15=-459/240, 10-15=-1449/2911, 10-14=-158/344 NOTES- (13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=989, 12=990. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued 11) Graphical on page purlin 2 representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 1-0-0 3-1-0 3-1-0 8-4-7 5-3-6 13-7-13 5-3-6 19-8-5 6-0-7 25-8-12 6-0-7 31-9-3 6-0-7 37-9-11 6-0-7 44-9-8 6-11-13 2-2-0 4-1-10 12-3-5 4-1-10 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-2-3], [9:0-2-12,0-3-0], [12:0-3-8,0-2-8], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.72 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.64 -0.94 0.16 (loc) 18-19 18-19 11 l/defl >835 >570 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-15,7-15,8-15,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-7 max.): 3-5, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 4-19, 5-16, 6-15, 7-15, 8-15 REACTIONS. (lb/size) 11=1787/Mechanical, 20=1836/0-5-8 Max Horz 20=333(LC 4) Max Uplift 11=-594(LC 6), 20=-893(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/860, 3-4=-1261/733, 4-5=-4435/1289, 5-6=-3168/746, 6-7=-2136/540, 7-8=-2134/556, 8-9=-2687/587, 9-10=-2800/733, 10-11=-1715/531, 2-20=-1872/992 BOT CHORD 19-20=-323/293, 18-19=-1229/3097, 16-18=-1303/4405, 15-16=-569/2566, 13-15=-371/2162, 12-13=-660/2747 WEBS 3-19=-338/642, 4-19=-2250/589, 4-18=-92/1639, 5-18=-781/169, 5-16=-2185/873, 6-16=-365/1371, 6-15=-1441/512, 7-15=-498/1966, 8-15=-773/290, 8-13=-113/581, 9-13=-695/384, 9-12=-1399/333, 10-12=-761/3149, 2-19=-797/1562 NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=594, 20=893. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 80 lb up at 5-1-12, 51 lb down and 80 lb up at 7-1-12, 51 lb down and 80 lb up at 9-1-12, 52 lb down and 76 lb up at 38-11-12, and 52 lb down and 76 lb up at 40-11-12, and 51 lb down and 80 lb up at 42-11-12 on top chord, and 93 lb down and 278 lb up at 3-1-1, 11 lb down and 88 lb up at 5-1-12, 11 lb down and 88 lb up at 7-1-12, 11 lb down and 88 lb up at 9-1-12, 19 lb down and 56 lb up at 38-11-12, and 19 lb down and 56 lb up at 40-11-12, and 11 lb down and 88 lb up at 42-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 29-2-15 7-8-7 36-11-5 7-8-7 44-9-8 7-10-3 2-2-0 6-3-4 6-4-5 6-3-4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-3], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.58 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.44 -0.56 0.11 (loc) 13-15 13-15 11 l/defl >999 >960 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 399 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-17,6-17,7-15,7-12,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. REACTIONS. (lb/size) 11=3146/Mechanical, 19=2970/0-3-8 Max Horz 19=187(LC 4) Max Uplift 11=-2130(LC 3), 19=-1761(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3382/2141, 3-4=-4933/3329, 4-6=-4932/3328, 6-7=-5821/3930, 7-9=-3377/2343, 9-10=-3377/2343, 10-11=-2776/1857, 2-19=-2906/1762 BOT CHORD 17-18=-1859/2747, 15-17=-3815/5821, 13-15=-3483/5330, 12-13=-3483/5330 WEBS 3-17=-1984/2827, 4-17=-464/247, 6-17=-1150/762, 6-15=-296/462, 7-15=-447/621, 7-13=-505/727, 7-12=-2474/1588, 9-12=-449/235, 10-12=-2867/4231, 2-18=-1886/2783 NOTES- (14-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=2130, 19=1761. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.28 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=6404/0-3-8, 7=5622/0-3-8 Max Horz 11=-236(LC 3) Max Uplift 11=-663(LC 6), 7=-933(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4083/486, 2-3=-3440/497, 3-4=-3438/493, 4-5=-4026/601, 1-11=-4862/550, 5-7=-4864/684 BOT CHORD 9-10=-382/2833, 8-9=-375/2786 WEBS 3-9=-625/4603, 4-9=-776/351, 4-8=-347/989, 2-9=-871/187, 2-10=-119/1103, 1-10=-351/3348, 5-8=-421/3301 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=4.2psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=663, 7=933. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1765 lb down and 153 lb up at 0-10-1, 1774 lb down and 158 lb up at 2-10-1, 1969 lb down and 230 lb up at 4-10-1, 2026 lb down and 146 lb up at 6-10-1, and 1750 lb down and 177 lb up at 8-10-1, and 1767 lb down and 621 lb up at 10-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.66 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.29 0.01 (loc) 8-9 8-9 7 l/defl >999 >568 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-8,3-9,2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=5731/0-3-8, 7=6469/0-3-8 Max Horz 10=253(LC 4) Max Uplift 10=-1921(LC 5), 7=-1110(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5416/1769, 3-4=-5335/1887, 4-5=-5368/1160, 5-6=-5442/1031, 2-10=-6119/1947, 6-7=-6052/1120 BOT CHORD 8-9=-685/2554 WEBS 4-8=-320/3907, 4-9=-1955/3837, 2-9=-1350/4327, 6-8=-774/4289 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=4.2psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1921, 7=1110. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3127 lb down and 2146 lb up at 3-11-13, 2035 lb down and 314 lb up at 5-11-1, 1922 lb down and 142 lb up at 7-11-1, and 1954 lb down and 157 lb up at 9-11-1, and 1958 lb down and 153 lb up at 11-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). Continued LOAD CASE(on page S) Standard 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 CSI. TC BC WB Matrix-SH 0.49 0.66 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.03 (loc) 2-6 2-6 4 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 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 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=632/0-3-8, 4=632/0-3-8 Max Horz 2=34(LC 4) Max Uplift 2=-102(LC 6), 4=-102(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1075/196, 3-4=-1075/196 BOT CHORD 2-6=-110/954, 4-6=-110/954 WEBS 3-6=0/363 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=102, 4=102. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 1.00 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.91 0.04 (loc) 8-9 8-9 8 l/defl >773 >309 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 4-9: 2x4 SPF No.2, 2-10,6-8: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 10=937/0-3-8, 8=937/0-3-8 Max Horz 10=202(LC 5) Max Uplift 10=-125(LC 6), 8=-125(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1136/193, 3-4=-874/160, 4-5=-874/160, 5-6=-1136/193, 2-10=-827/207, 6-8=-827/207 BOT CHORD 9-10=-110/858, 8-9=-42/858 WEBS 4-9=-47/609, 5-9=-278/199, 3-9=-278/199 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=125, 8=125. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.74 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.49 0.02 (loc) 8-9 8-9 7 l/defl >999 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=835/0-3-8, 9=899/0-3-8 Max Horz 9=278(LC 5) Max Uplift 7=-61(LC 6), 9=-93(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-470/153, 3-4=-695/186, 4-5=-695/186, 5-6=-303/107, 2-9=-459/186, 6-7=-269/104 BOT CHORD 8-9=-125/529, 7-8=-16/510 WEBS 4-8=-153/593, 3-9=-401/63, 5-7=-560/60 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.18 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2906/0-3-8, 8=814/0-3-8 Max Horz 10=-167(LC 4) Max Uplift 10=-412(LC 6), 8=-116(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-70/583, 2-3=-772/328, 3-4=-1041/204, 4-5=-728/178, 2-10=-1832/366, 6-8=-261/146 BOT CHORD 9-10=-108/884, 8-9=-20/489 WEBS 4-9=-157/632, 3-9=-656/204, 3-10=-1293/154, 5-8=-632/60 NOTES- (9-10) 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 0-4-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=412, 8=116. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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: 4-6=-54, 6-7=-54, 8-10=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 8-2-2 41-3-8 8-5-10 42-3-8 1-0-0 0-8-0 11-9-3 0-8-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-5], [4:0-4-0,0-3-0], [5:0-4-8,0-1-12], [6:0-5-4,0-2-4], [7:0-4-0,0-3-0], [9:0-0-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.91 0.59 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.42 0.14 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-16,7-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (lb/size) 2=1942/0-3-8, 9=1929/0-3-8 Max Horz 2=-261(LC 4) Max Uplift 2=-167(LC 6), 9=-167(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2826/314, 4-5=-2165/338, 5-6=-1679/338, 6-7=-2141/338, 7-9=-2805/314 BOT CHORD 2-16=-166/2261, 14-16=-166/2263, 13-14=-68/1699, 11-13=-134/2245, 9-11=-135/2244 WEBS 4-16=0/353, 4-14=-714/216, 5-14=-27/742, 6-13=-11/695, 7-13=-717/216, 7-11=0/356 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167, 9=167. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 9-4-14 7-2-14 13-5-0 4-0-2 16-5-8 3-0-8 16-7-12 0-2-4 20-1-8 3-5-12 24-7-12 4-6-4 32-9-14 8-2-2 41-3-8 8-5-10 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 9-4-14 7-2-14 13-5-0 4-0-2 16-7-12 3-2-12 20-1-8 3-5-12 24-7-12 4-6-4 32-9-14 8-2-2 41-3-8 8-5-10 42-3-8 1-0-0 0-8-0 11-9-3 0-8-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-11], [7:0-4-8,0-1-12], [8:0-5-4,0-2-4], [9:0-3-0,0-3-4], [11:0-3-13,Edge], [13:0-3-8,0-2-0], [17:0-5-4,0-2-8], [22:0-7-8,0-3-12], [24:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.90 0.60 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.59 0.24 (loc) 17-18 17-18 11 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22,11-14,17-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-23,3-22: 2x4 SPF 2100F 1.8E 6-19,8-15,9-17,7-19,13-17,7-17: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-11-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-19, 9-17, 7-17 REACTIONS. (lb/size) 2=1816/0-3-8, 11=1839/0-3-8 Max Horz 2=-261(LC 4) Max Uplift 2=-167(LC 6), 11=-167(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1303/158, 3-4=-4084/461, 4-6=-2857/328, 6-7=-2208/344, 7-8=-1716/337, 8-9=-2168/336, 9-11=-2641/314 BOT CHORD 2-24=-175/1532, 23-24=-32/303, 21-22=-511/3742, 19-21=-152/2297, 18-19=-74/1745, 17-18=-74/1745, 11-13=-134/2110 WEBS 4-22=-18/561, 3-24=-946/84, 22-24=-194/1606, 3-22=-328/1933, 4-21=-1458/361, 6-21=0/423, 6-19=-722/208, 15-17=0/312, 8-17=-7/706, 9-17=-516/216, 7-19=-43/816, 13-17=-147/2005 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167, 11=167. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 3-7-14 17-7-13 4-2-13 23-7-12 5-11-15 32-3-14 8-8-2 41-3-8 8-11-10 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 9-9-2 7-7-2 13-5-0 3-7-14 17-7-13 4-2-13 23-7-12 5-11-15 32-3-14 8-8-2 41-3-8 8-11-10 0-8-0 12-3-1 12-5-3 0-8-0 12-3-1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [18:0-2-8,0-3-0], [21:0-7-4,0-3-12], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.96 0.95 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.51 0.25 (loc) 19 13-15 12 l/defl >999 >980 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 17-19,3-23,21-23,4-20,6-20,15-18,9-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-11 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-20, 6-18, 9-15, 8-18 REACTIONS. (lb/size) 12=1785/0-3-8, 2=1731/0-3-8 Max Horz 2=282(LC 5) Max Uplift 12=-136(LC 7), 2=-171(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1240/158, 3-4=-3933/489, 4-6=-2690/327, 6-7=-1989/347, 7-8=-1532/341, 8-9=-1920/338, 9-12=-2648/313 BOT CHORD 2-23=-179/1458, 20-21=-558/3568, 19-20=-172/2155, 18-19=-172/2155, 13-15=-159/2111, 12-13=-159/2111 WEBS 4-21=-17/549, 3-23=-916/88, 21-23=-192/1590, 3-21=-357/1886, 4-20=-1424/388, 6-20=0/450, 6-18=-777/217, 7-18=-44/677, 15-18=-13/1407, 8-15=-51/522, 9-15=-795/229, 9-13=0/422, 8-18=-159/271 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=136, 2=171. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 5-1-14 14-7-13 1-2-13 20-7-12 5-11-15 26-7-12 5-11-15 33-9-14 7-2-2 41-3-8 7-5-10 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 8-3-2 6-1-2 13-5-0 5-1-14 14-7-13 1-2-13 20-7-12 5-11-15 26-7-12 5-11-15 33-9-14 7-2-2 41-3-8 7-5-10 0-8-0 10-3-1 10-5-3 0-8-0 10-3-1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-3-0], [14:0-4-4,0-3-0], [14:0-0-0,0-1-12], [19:0-2-4,0-3-4], [22:0-7-4,0-3-8], [24:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.86 0.95 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.43 0.26 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 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* 4-23,6-17,7-16,8-16,8-15,10-15,7-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-2-5 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-7-8 oc bracing: 21-22 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-21, 7-16, 10-15, 7-19 REACTIONS. (lb/size) 2=1655/0-3-8, 12=1693/0-3-8 Max Horz 2=235(LC 5) Max Uplift 2=-159(LC 6), 12=-124(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/151, 3-4=-3705/483, 4-5=-2615/346, 5-6=-2114/362, 6-7=-1654/341, 7-8=-1761/362, 8-10=-2071/348, 10-12=-2520/324 BOT CHORD 2-24=-211/1416, 21-22=-456/3333, 20-21=-214/2099, 19-20=-214/2099, 15-16=-57/1629, 13-15=-183/2016, 12-13=-183/2016 WEBS 4-22=-48/568, 3-24=-891/117, 22-24=-237/1537, 3-22=-281/1689, 4-21=-1240/305, 5-21=0/376, 5-19=-558/181, 17-19=0/307, 6-19=-75/824, 7-16=-316/242, 8-16=-179/386, 8-15=-31/542, 10-15=-487/188, 10-13=0/268, 16-19=-136/1670, 7-19=-350/195 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=159, 12=124. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 35-3-14 5-8-2 41-3-8 5-11-10 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 6-10-14 4-8-14 11-7-13 4-8-14 13-5-0 1-9-3 21-6-6 8-1-6 29-7-12 8-1-6 35-3-14 5-8-2 41-3-8 5-11-10 0-8-0 8-3-1 8-5-3 0-8-0 8-3-1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-6-0,0-3-0], [18:0-5-0,0-2-8], [20:0-6-12,0-3-12], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.82 0.98 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.59 0.24 (loc) 14-16 16-17 12 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-21,16-18,8-18,9-16,6-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except 2-0-0 oc purlins (2-11-7 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14,12-13. WEBS 1 Row at midpt 7-17, 8-18 REACTIONS. (lb/size) 12=1671/0-3-8, 2=1722/0-3-8 Max Horz 2=189(LC 5) Max Uplift 12=-109(LC 7), 2=-145(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1193/146, 3-4=-3837/482, 4-5=-2840/364, 5-6=-2846/477, 6-7=-2139/384, 7-8=-2134/384, 8-9=-2270/404, 9-10=-2281/357, 10-12=-2500/335 BOT CHORD 2-22=-245/1488, 19-20=-518/3422, 18-19=-260/1926, 14-16=-116/1838, 13-14=-206/2005, 12-13=-206/2005 WEBS 4-20=-80/604, 7-18=-406/197, 3-22=-955/152, 20-22=-275/1621, 3-20=-240/1692, 4-19=-1118/223, 5-19=-259/187, 16-18=-253/2181, 8-18=-295/143, 8-16=-434/285, 9-16=-213/707, 9-14=-8/441, 6-19=-163/739, 6-18=-238/964 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=109, 2=145. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 41-3-8 8-7-12 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 8-7-13 6-5-13 13-5-0 4-9-3 19-9-15 6-4-14 26-2-13 6-4-14 32-7-12 6-4-15 41-3-8 8-7-12 42-3-8 1-0-0 0-8-0 6-3-1 6-5-3 0-8-0 6-3-1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [12:0-0-0,0-2-9], [18:0-4-0,0-2-8], [20:0-6-12,0-3-12], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.59 0.95 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.79 0.28 (loc) 14-16 16-17 12 l/defl >999 >628 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-21,18-20: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-14,16-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except 2-0-0 oc purlins (3-2-4 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20. WEBS 1 Row at midpt 9-14, 7-18, 4-19 REACTIONS. (lb/size) 2=1648/0-3-8, 12=1776/0-3-8 Max Horz 2=-134(LC 4) Max Uplift 2=-170(LC 5), 12=-169(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1237/178, 3-4=-3772/545, 4-5=-2598/364, 5-6=-2796/461, 6-7=-2783/461, 7-9=-2896/438, 9-10=-2015/335, 10-12=-2561/334 BOT CHORD 2-22=-250/1385, 19-20=-620/3361, 18-19=-337/2086, 14-16=-385/2740, 12-14=-163/2037 WEBS 4-20=-47/562, 6-18=-345/177, 3-22=-904/153, 5-19=0/381, 10-14=-81/1034, 9-14=-1065/318, 9-16=-8/382, 7-18=-333/122, 5-18=-288/1127, 4-19=-1282/325, 20-22=-288/1592, 3-20=-344/1812, 16-18=-458/2817 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=170, 12=169. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 24-7-12 8-0-0 32-9-14 8-2-2 41-3-8 8-5-10 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 9-4-14 7-2-14 13-5-0 4-0-2 16-7-12 3-2-12 24-7-12 8-0-0 32-9-14 8-2-2 41-3-8 8-5-10 42-3-8 1-0-0 0-8-0 11-9-3 0-8-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-3-4,0-2-4], [8:0-4-8,0-1-12], [9:0-3-0,0-3-4], [18:0-2-8,0-3-0], [21:0-7-4,0-3-12], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.87 0.97 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.48 0.25 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 17-19,3-23,21-23,4-20,6-20,15-18,9-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-12 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-13. WEBS 1 Row at midpt 4-20, 6-18, 9-15, 8-18 REACTIONS. (lb/size) 2=1712/0-3-8, 11=1811/0-3-8 Max Horz 2=261(LC 5) Max Uplift 2=-167(LC 6), 11=-167(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1225/157, 3-4=-3885/465, 4-6=-2669/328, 6-7=-2006/346, 7-8=-1563/338, 8-9=-1933/338, 9-11=-2608/314 BOT CHORD 2-23=-176/1442, 20-21=-510/3521, 19-20=-152/2140, 18-19=-152/2140, 13-15=-134/2083, 11-13=-135/2081 WEBS 4-21=-21/547, 3-23=-908/87, 21-23=-200/1573, 3-21=-330/1857, 4-20=-1394/361, 6-20=0/425, 6-18=-742/207, 16-18=0/281, 7-18=-27/662, 15-18=-0/1409, 8-15=-34/507, 9-15=-733/216, 9-13=0/375, 8-18=-152/256 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167, 11=167. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 21-2-5 4-7-5 25-8-12 4-6-7 34-9-11 9-0-15 39-7-13 4-10-3 44-9-8 5-1-11 -1-0-0 1-0-0 1-3-12 1-3-12 2-4-0 1-0-4 6-1-0 3-9-0 11-4-7 5-3-6 16-7-13 5-3-6 21-2-5 4-6-7 25-8-12 4-6-7 30-3-3 4-6-7 34-9-11 4-6-7 39-7-13 4-10-3 44-9-8 5-1-11 2-2-0 6-2-11 12-3-5 6-2-11 8.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [5:0-6-4,0-2-4], [8:0-4-14,0-1-8], [19:0-3-8,0-2-0], [24:0-5-0,0-3-8], [25:0-2-0,0-3-8], [27:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.59 1.00 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -1.03 0.22 (loc) 16-18 16-18 14 l/defl >973 >521 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-21,7-20: 2x4 SPF-S Stud, 17-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 24-25,19-24,8-24,8-19,8-18,9-18,10-18,10-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 5-7, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2 Rows at 1/3 pts 7-24 WEBS 1 Row at midpt 8-19, 8-18, 9-18, 10-18, 11-16, 12-14 JOINTS 1 Brace at Jt(s): 13, 26, 27 REACTIONS. (lb/size) 14=1770/Mechanical, 23=1594/0-5-8 Max Horz 23=360(LC 5) Max Uplift 14=-147(LC 6), 23=-356(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-807/245, 3-4=-1455/393, 4-5=-1893/495, 5-6=-2561/639, 6-7=-3452/729, 7-8=-4109/914, 8-9=-2059/465, 9-10=-2058/465, 10-11=-2919/550, 11-12=-2353/401, 2-23=-1561/399 BOT CHORD 22-23=-343/270, 4-25=-562/144, 7-24=-2474/593, 18-19=-273/2166, 16-18=-198/1963, 15-16=-133/1358, 14-15=-133/1358 WEBS 25-26=-509/1288, 26-27=-373/1518, 24-27=-527/2563, 3-22=-1541/392, 22-25=-469/758, 3-25=-393/1405, 4-26=-184/288, 5-26=-253/75, 5-27=-280/1470, 6-27=-1149/219, 6-24=-124/1223, 19-24=-269/2047, 8-24=-634/2523, 8-19=-327/92, 8-18=-1140/365, 9-18=-423/1982, 10-18=-691/218, 10-16=-150/934, 11-16=-1803/388, 12-16=-202/1602, 12-14=-2094/316, 2-22=-203/1112 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=147, 23=356. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 6-0-15 38-1-13 6-4-3 44-9-8 6-7-11 -1-0-0 1-0-0 1-3-12 1-3-12 2-4-0 1-0-4 9-1-0 6-9-0 16-7-0 7-6-0 19-7-13 3-0-13 25-8-12 6-0-15 31-9-11 6-0-15 38-1-13 6-4-3 44-9-8 6-7-11 2-2-0 8-2-11 12-3-5 8-2-11 0-8-0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-5-12,0-1-4], [17:0-3-8,0-2-8], [19:0-3-12,0-2-12], [21:0-6-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.91 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.61 0.22 (loc) 19-20 19-20 12 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-21,5-19,17-19,7-16,8-16,9-16,10-14,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-8 max.): 5-7, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-9-6 oc bracing: 23-24 8-4-14 oc bracing: 20-21. WEBS 1 Row at midpt 11-12, 6-18, 7-16, 9-16, 9-14 2 Rows at 1/3 pts 10-12 REACTIONS. (lb/size) 12=2046/Mechanical, 24=1959/0-5-8 Max Horz 24=384(LC 5) Max Uplift 12=-134(LC 5), 24=-217(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1003/174, 3-4=-1786/234, 4-5=-2484/334, 5-6=-2829/434, 6-7=-2831/436, 7-8=-2283/387, 8-9=-2285/387, 9-10=-2344/358, 2-24=-1919/264 BOT CHORD 23-24=-365/272, 20-21=-476/1675, 19-20=-239/1977, 16-17=-228/2755, 14-16=-170/2359, 13-14=-137/1503, 12-13=-137/1503 WEBS 4-21=-921/240, 6-19=-332/226, 3-23=-1916/247, 21-23=-458/1008, 3-21=-409/2007, 4-20=-202/322, 5-19=-151/1185, 17-19=-228/2773, 7-19=-120/290, 7-17=-401/113, 7-16=-1517/273, 8-16=-281/2086, 9-16=-867/178, 9-14=-837/195, 10-14=-152/1366, 10-13=0/352, 10-12=-2356/265, 2-23=-83/1354 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=134, 24=217. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 16-7-0 4-6-0 22-7-13 6-0-13 25-8-12 3-0-15 28-9-11 3-0-15 36-7-13 7-10-3 44-9-8 8-1-11 -1-0-0 1-0-0 1-3-12 1-3-12 2-4-0 1-0-4 7-2-8 4-10-8 12-1-0 4-10-8 16-7-0 4-6-0 22-7-13 6-0-13 25-8-12 3-0-15 28-9-11 3-0-15 36-7-13 7-10-3 44-9-8 8-1-11 2-2-0 10-2-11 12-3-5 10-2-11 0-8-0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-4], [6:0-6-4,0-2-4], [18:0-3-8,0-2-0], [20:0-3-12,0-2-8], [23:0-6-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.85 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.43 0.19 (loc) 14-16 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-24,3-25,23-25,3-23,4-22,5-22,5-21,2-26,2-25: 2x4 SPF-S Stud 11-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 6-8, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-5-9 oc bracing: 25-26 8-2-7 oc bracing: 22-23. WEBS 1 Row at midpt 12-13, 7-19, 8-20, 8-18, 8-17, 9-17, 10-17, 10-16, 11-13 REACTIONS. (lb/size) 13=1989/Mechanical, 26=1847/0-5-8 Max Horz 26=409(LC 5) Max Uplift 13=-218(LC 5), 26=-215(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/172, 3-4=-1704/259, 4-5=-2255/332, 5-6=-2177/377, 6-7=-2065/393, 7-8=-2066/395, 8-9=-2073/422, 9-10=-2078/425, 10-11=-1946/364, 2-26=-1816/263 BOT CHORD 25-26=-390/269, 22-23=-515/1521, 21-22=-339/1819, 20-21=-280/1745, 17-18=-225/2073, 16-17=-221/1954, 14-16=-210/1386, 13-14=-210/1386 WEBS 4-23=-699/132, 7-20=-319/179, 3-25=-1813/315, 23-25=-516/957, 3-23=-317/1729, 4-22=-135/342, 6-21=-40/305, 6-20=-148/732, 18-20=-223/2013, 8-17=-1288/254, 9-17=-403/2077, 10-17=-885/175, 10-16=-541/179, 11-16=-123/913, 11-14=0/484, 11-13=-2189/267, 2-25=-94/1301 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=218, 26=215. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 6-8-0 44-9-8 6-11-8 -1-0-0 1-0-0 7-8-4 7-8-4 15-1-0 7-4-12 20-11-8 5-10-8 26-10-0 5-10-8 29-8-8 2-10-8 31-2-0 1-5-8 37-10-0 6-8-0 44-9-8 6-11-8 2-2-0 12-0-9 12-2-11 2-2-0 3-0-0 12-0-9 8.00 12 Plate Offsets (X,Y)-- [12:Edge,0-1-12], [16:0-2-4,Edge], [17:0-5-0,0-2-12], [19:0-3-8,0-1-8], [22:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.74 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.43 0.22 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,14-16,11-16,11-14,2-23,2-22,12-13,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 9-15, 3-21, 6-21, 6-19, 11-14 REACTIONS. (lb/size) 13=1794/Mechanical, 23=1934/0-5-8 Max Horz 23=310(LC 5) Max Uplift 13=-129(LC 7), 23=-167(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2243/304, 3-5=-2066/376, 5-6=-1617/361, 6-7=-2296/399, 7-8=-2300/400, 8-9=-2716/496, 9-11=-2772/398, 11-12=-2098/291, 2-23=-1869/293, 12-13=-1732/249 BOT CHORD 22-23=-308/302, 21-22=-265/1778, 19-21=-202/1816, 16-17=-125/2074 WEBS 7-17=-354/137, 9-16=-254/185, 5-21=-71/762, 6-21=-563/205, 6-19=-684/181, 17-19=-228/2030, 6-17=-19/863, 8-17=-212/803, 14-16=-135/1820, 11-16=-149/623, 11-14=-1049/189, 2-22=-87/1725, 12-14=-130/1659, 8-16=-214/871 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=129, 23=167. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 37-10-0 6-8-0 44-9-8 6-11-8 -1-0-0 1-0-0 7-4-2 7-4-2 14-4-12 7-0-10 20-7-6 6-2-10 26-10-0 6-2-10 30-4-12 3-6-12 31-2-0 0-9-4 37-10-0 6-8-0 44-9-8 6-11-8 2-2-0 11-9-3 2-2-0 3-0-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-5-12,0-2-0], [8:0-3-12,0-2-0], [12:Edge,0-1-12], [16:0-2-4,Edge], [17:0-5-0,0-2-12], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.83 0.73 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.43 0.22 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,14-16,11-16,11-14,2-23,12-13,2-22,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 9-15, 3-21, 5-19, 6-19, 11-14 REACTIONS. (lb/size) 13=1782/Mechanical, 23=1937/0-5-8 Max Horz 23=300(LC 5) Max Uplift 13=-126(LC 7), 23=-164(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2228/303, 3-5=-2083/375, 5-6=-1834/391, 6-7=-2346/408, 7-8=-2344/406, 8-9=-2723/512, 9-11=-2746/401, 11-12=-2082/293, 2-23=-1875/292, 12-13=-1719/250 BOT CHORD 22-23=-295/291, 21-22=-275/1770, 19-21=-226/1639, 16-17=-143/2108 WEBS 7-17=-269/145, 9-16=-311/210, 5-21=-39/422, 5-19=-209/523, 6-19=-1065/223, 17-19=-251/2026, 6-17=-31/867, 8-17=-213/713, 8-16=-237/925, 14-16=-137/1806, 11-16=-163/627, 11-14=-1040/190, 2-22=-95/1733, 12-14=-132/1646 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=126, 23=164. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 -1-0-0 1-0-0 7-4-2 7-4-2 14-4-12 7-0-10 22-4-12 8-0-0 30-4-12 8-0-0 37-5-6 7-0-10 44-9-8 7-4-2 45-9-8 1-0-0 2-2-0 11-9-3 2-2-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-4-4,0-1-8], [7:0-4-4,0-1-8], [10:0-3-0,0-1-8], [13:0-3-8,0-1-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.92 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.44 0.11 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,9-13,2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 6-16, 7-16, 9-14 REACTIONS. (lb/size) 20=2040/0-5-8, 12=2040/0-3-8 Max Horz 20=-290(LC 4) Max Uplift 20=-163(LC 6), 12=-163(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2358/303, 3-5=-2244/373, 5-6=-2048/396, 6-7=-2048/396, 7-9=-2244/373, 9-10=-2358/303, 2-20=-1977/292, 10-12=-1977/292 BOT CHORD 19-20=-286/302, 18-19=-265/1878, 16-18=-215/1775, 14-16=-89/1775, 13-14=-92/1878 WEBS 5-18=-28/443, 5-16=-210/597, 6-16=-490/263, 7-16=-211/597, 7-14=-28/443, 2-19=-94/1847, 10-13=-94/1847 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=163, 12=163. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 8-4-6 6-0-6 14-4-12 6-0-6 16-7-0 2-2-4 23-5-14 6-10-14 30-4-12 6-10-14 37-5-6 7-0-10 44-9-8 7-4-2 -1-0-0 1-0-0 1-3-12 1-3-12 2-4-0 1-0-4 8-4-6 6-0-6 14-4-12 6-0-6 16-7-0 2-2-4 23-5-14 6-10-14 30-4-12 6-10-14 37-5-6 7-0-10 44-9-8 7-4-2 45-9-8 1-0-0 2-2-0 11-9-3 2-2-0 0-8-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-0-0,0-1-12], [7:0-6-4,0-2-4], [10:0-5-12,0-2-0], [13:0-3-0,0-1-8], [16:0-3-8,0-2-0], [21:0-3-4,0-2-8], [24:0-6-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.83 0.71 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.38 0.18 (loc) 17-19 17-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 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* 8-20,6-22,7-22,7-21,9-21,9-19,10-19,10-17,11-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-10 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 1 Row at midpt 8-20, 6-22, 9-21, 9-19, 10-19, 11-17 REACTIONS. (lb/size) 27=1881/0-5-8, 15=1942/0-3-8 Max Horz 27=-290(LC 4) Max Uplift 27=-164(LC 6), 15=-163(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-964/172, 3-5=-1730/215, 5-6=-2349/332, 6-7=-2107/384, 7-8=-1782/380, 8-9=-1780/381, 9-10=-1849/394, 10-11=-2093/375, 11-13=-2233/303, 2-27=-1852/263, 13-15=-1879/293 BOT CHORD 26-27=-273/281, 23-24=-418/1571, 22-23=-283/1884, 21-22=-229/1669, 17-19=-90/1648, 16-17=-92/1773 WEBS 5-24=-779/193, 8-21=-276/155, 3-26=-1842/275, 24-26=-386/973, 3-24=-304/1814, 5-23=-163/359, 6-22=-340/166, 7-22=-64/391, 7-21=-250/682, 19-21=-195/1773, 9-21=-251/155, 9-19=-379/289, 10-19=-208/505, 10-17=-36/440, 2-26=-94/1323, 13-16=-94/1736 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=164, 15=163. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 8-0-0 30-4-12 8-0-0 37-5-6 7-0-10 44-9-8 7-4-2 2-2-0 11-9-3 2-2-0 11-9-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-4-4,0-1-8], [7:0-4-4,0-1-8], [10:0-3-0,0-1-8], [12:0-3-8,0-1-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.92 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.45 0.11 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-12,2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 7-15, 9-13 REACTIONS. (lb/size) 11=1978/0-3-8, 19=2041/0-3-8 Max Horz 19=299(LC 5) Max Uplift 11=-123(LC 7), 19=-162(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2359/302, 3-5=-2245/372, 5-6=-2050/395, 6-7=-2050/395, 7-9=-2248/372, 9-10=-2360/296, 2-19=-1978/292, 10-11=-1914/252 BOT CHORD 18-19=-295/291, 17-18=-274/1879, 15-17=-223/1776, 13-15=-97/1776, 12-13=-124/1885 WEBS 5-17=-28/443, 5-15=-210/598, 6-15=-490/263, 7-15=-211/597, 7-13=-28/448, 9-12=-251/128, 2-18=-94/1848, 10-12=-131/1873 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=123, 19=162. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 22-4-12 7-1-5 29-6-1 7-1-5 37-0-0 7-6-0 44-9-8 7-9-8 2-2-0 12-2-3 12-4-5 2-2-0 12-2-3 8.00 12 Plate Offsets (X,Y)-- [12:0-3-8,0-1-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.76 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.39 0.11 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-12,2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 7-15, 9-13 REACTIONS. (lb/size) 11=1974/Mechanical, 19=2037/0-3-8 Max Horz 19=311(LC 5) Max Uplift 11=-128(LC 7), 19=-167(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2383/303, 3-5=-2222/374, 5-6=-1971/389, 6-7=-1971/389, 7-9=-2224/374, 9-10=-2383/297, 2-19=-1971/292, 10-11=-1908/252 BOT CHORD 18-19=-309/307, 17-18=-258/1893, 15-17=-201/1747, 13-15=-81/1748, 12-13=-120/1899 WEBS 5-17=-39/465, 5-15=-203/561, 6-15=-474/237, 7-15=-203/560, 7-13=-39/470, 2-18=-84/1842, 10-12=-124/1871 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=128, 19=167. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 6-8-14 25-9-3 6-8-14 32-6-1 6-8-14 38-6-0 6-0-0 44-9-8 6-3-8 2-2-0 10-2-3 10-4-5 2-2-0 10-2-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [11:Edge,0-1-12], [13:0-3-8,0-2-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.71 0.88 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.73 0.10 (loc) 14-16 14-16 12 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-19,10-13,2-20,2-19,11-12,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-14 REACTIONS. (lb/size) 12=1976/Mechanical, 20=2039/0-3-8 Max Horz 20=264(LC 5) Max Uplift 12=-113(LC 7), 20=-152(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2258/300, 3-5=-2312/367, 5-6=-1844/345, 6-7=-2397/391, 7-9=-1846/344, 9-10=-2316/366, 10-11=-2262/294, 2-20=-1972/293, 11-12=-1909/253 BOT CHORD 19-20=-256/248, 18-19=-301/1803, 16-18=-317/2306, 14-16=-274/2307, 13-14=-133/1814 WEBS 3-19=-405/103, 5-18=-71/919, 6-18=-898/248, 6-16=0/349, 7-16=0/347, 7-14=-896/248, 9-14=-73/925, 10-13=-412/113, 2-19=-114/1803, 11-13=-148/1829 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=113, 20=152. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 8-10-8 44-9-8 9-0-4 2-2-0 8-2-3 8-4-5 8-2-3 8.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-1-8], [12:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.96 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.58 0.13 (loc) 15-17 14-15 11 l/defl >999 >922 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 10-11,4-15,5-14,9-14,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-14. WEBS 1 Row at midpt 10-11, 5-14, 9-12, 3-18 REACTIONS. (lb/size) 11=2084/Mechanical, 18=2000/0-3-8 Max Horz 18=244(LC 5) Max Uplift 11=-302(LC 4), 18=-162(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2294/349, 4-5=-2826/453, 5-7=-2768/447, 7-9=-2768/447, 9-10=-1916/352, 10-11=-1884/351 BOT CHORD 17-18=-312/1611, 15-17=-296/1872, 14-15=-407/2824, 12-14=-280/1916 WEBS 3-17=-116/485, 4-15=-320/1346, 5-15=-532/320, 7-14=-455/235, 9-14=-148/1140, 9-12=-1286/353, 10-12=-364/2529, 3-18=-2282/227 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=302, 18=162. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.86 0.48 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.31 0.01 (loc) 7 7-8 6 l/defl >805 >479 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=703/0-3-8, 6=703/0-3-8 Max Horz 8=-225(LC 4) Max Uplift 8=-62(LC 6), 6=-62(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-515/133, 3-4=-515/133, 2-8=-538/179, 4-6=-538/179 BOT CHORD 7-8=-56/252, 6-7=-56/252 WEBS 3-7=0/304 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-50(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 11=317(LC 11), 12=284(LC 10), 10=284(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11, 12, 10. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-97(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=302(LC 1), 8=302(LC 1), 12=270(LC 10), 10=270(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11, 12, 10. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 CSI. TC BC WB Matrix-SH 0.17 0.09 0.09 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-119(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6 except 10=-104(LC 6), 8=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9 except 10=300(LC 10), 8=300(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6 except (jt=lb) 10=104, 8=104. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=100(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=295(LC 1), 8=295(LC 1), 12=275(LC 10), 10=275(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 12, 10. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-54(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 except 1=-102(LC 10), 7=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 8 except 2=265(LC 1), 6=265(LC 1), 9=339(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-258/136 NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8 except (jt=lb) 1=102, 7=102. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Matrix-P 0.16 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-0-0. (lb) - Max Horz 1=57(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-130(LC 1), 5=-130(LC 1), 2=-151(LC 6), 4=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=309(LC 1), 4=309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 1, 130 lb uplift at joint 5, 151 lb uplift at joint 2 and 142 lb uplift at joint 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.57 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.00 (loc) 4-5 4-5 4 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=300/0-1-8, 4=242/0-1-8 Max Horz 5=100(LC 5) Max Uplift 5=-61(LC 4), 4=-43(LC 6) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5, 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) 5, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 WB Matrix-R 0.26 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=228/0-1-8, 4=167/0-1-8 Max Horz 5=78(LC 5) Max Uplift 5=-53(LC 4), 4=-30(LC 6) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5, 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) 5, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-14/Mechanical, 4=0/Mechanical, 5=112/0-1-8 Max Horz 5=43(LC 6) Max Uplift 3=-14(LC 1), 4=-18(LC 6), 5=-16(LC 6) Max Grav 3=4(LC 4), 4=11(LC 2), 5=112(LC 1) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) 3, 4, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=34/Mechanical, 4=15/Mechanical, 5=128/0-1-8 Max Horz 5=60(LC 6) Max Uplift 3=-28(LC 6), 4=-3(LC 6), 5=-20(LC 6) Max Grav 3=34(LC 1), 4=32(LC 2), 5=128(LC 1) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) 3, 4, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-1/Mechanical, 4=3/Mechanical, 5=110/0-1-8 Max Horz 5=46(LC 6) Max Uplift 3=-13(LC 7), 4=-13(LC 6), 5=-17(LC 6) Max Grav 3=2(LC 4), 4=15(LC 2), 5=110(LC 1) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) 3, 4, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Vert(TL) Horz(TL) in -0.00 -0.00 -0.05 (loc) 4 4 2 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 1-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=58/0-3-8, 2=41/Mechanical, 3=17/Mechanical Max Horz 4=84(LC 6) Max Uplift 4=-15(LC 4), 2=-83(LC 6), 3=-47(LC 6) Max Grav 4=113(LC 6), 2=41(LC 1), 3=31(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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=175/0-3-8, 4=87/Mechanical Max Horz 5=77(LC 5) Max Uplift 5=-48(LC 6), 4=-23(LC 5) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 WB Matrix-R 0.38 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 4-5 4-5 4 l/defl >999 >667 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=287/0-3-8, 4=265/0-1-8 Max Horz 5=200(LC 5) Max Uplift 5=-20(LC 4), 4=-99(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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 5-6 5-6 5 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=287/0-3-8, 5=265/0-1-8 Max Horz 6=161(LC 5) Max Uplift 6=-36(LC 6), 5=-73(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 -0.00 (loc) 5-6 5-6 5 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=267/0-3-8, 5=192/0-1-8 Max Horz 6=121(LC 5) Max Uplift 6=-47(LC 6), 5=-53(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.45 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 5-6 5-6 5 l/defl >999 >585 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=335/0-3-8, 5=255/0-1-8 Max Horz 6=82(LC 4) Max Uplift 6=-86(LC 5), 5=-73(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 33 lb up at 1-8-0, and 67 lb down and 35 lb up at 3-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-63(F) 8=-67(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.07 (loc) 5 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 1-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=142/0-3-8, 3=22/Mechanical, 4=13/Mechanical Max Horz 5=134(LC 6) Max Uplift 5=-5(LC 4), 3=-90(LC 6), 4=-79(LC 6) Max Grav 5=142(LC 1), 3=22(LC 1), 4=30(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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 WB Matrix-R 0.12 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=169/0-3-8, 4=33/Mechanical, 5=46/Mechanical Max Horz 7=121(LC 6) Max Uplift 7=-24(LC 6), 4=-6(LC 6), 5=-36(LC 6) Max Grav 7=169(LC 1), 4=37(LC 2), 5=46(LC 1) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 WB Matrix-R 0.12 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=169/0-3-8, 4=33/Mechanical, 5=46/Mechanical Max Horz 7=121(LC 6) Max Uplift 7=-24(LC 6), 4=-6(LC 6), 5=-36(LC 6) Max Grav 7=169(LC 1), 4=37(LC 2), 5=46(LC 1) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Matrix-R 0.18 0.08 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=189/0-3-8, 4=105/0-1-8 Max Horz 5=133(LC 5) Max Uplift 5=-24(LC 6), 4=-70(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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.01 (loc) 7 7 5 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=189/0-3-8, 5=105/0-1-8 Max Horz 8=124(LC 5) Max Uplift 8=-23(LC 6), 5=-69(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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.14 0.00 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: 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 3-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=226/0-3-8, 5=166/0-1-8 Max Horz 6=99(LC 4) Max Uplift 6=-68(LC 5), 5=-91(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 73 lb up at 2-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-97(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=229/0-3-8, 5=163/0-1-8 Max Horz 8=91(LC 4) Max Uplift 8=-69(LC 5), 5=-89(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 8, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 73 lb up at 2-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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=-54, 2-3=-54, 3-4=-54, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 7=-97(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.05 (loc) 5 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 1-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=134/0-3-8, 3=-2/Mechanical, 4=6/Mechanical Max Horz 5=117(LC 6) Max Uplift 5=-17(LC 4), 3=-84(LC 6), 4=-108(LC 6) Max Grav 5=141(LC 6), 3=17(LC 4), 4=19(LC 4) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 4=108. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 BC WB Matrix-R 0.26 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=190/0-3-8, 5=109/Mechanical Max Horz 7=131(LC 5) Max Uplift 7=-25(LC 4), 5=-83(LC 5) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.53 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=204/0-3-8, 4=122/0-1-8 Max Horz 5=189(LC 5) Max Uplift 5=-71(LC 4), 4=-145(LC 5) Max Grav 5=204(LC 1), 4=149(LC 4) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=145. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=231/0-3-8, 5=176/0-1-8 Max Horz 6=155(LC 4) Max Uplift 6=-97(LC 3), 5=-218(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 6 except (jt=lb) 5=218. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 165 lb up at 2-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-81(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 2x4 2x4 5-7-14 13-0-0 10-0-0 10-0-0 12-0-0 2-0-0 20-0-0 8-0-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 21-0-0 1-0-0 1-0-0 11-0-0 1-0-0 12.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [7:0-1-12,0-1-12], [9:0-0-0,0-1-12], [9:0-3-0,0-0-4], [17:0-6-0,0-3-0], [18:0-3-0,0-0-12], [18:0-0-0,0-1-12], [20:0-2-9,0-0-1], [20:0-0-14 ,0-4-0], [20:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.81 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.64 0.02 (loc) 17-18 17-18 9 l/defl >501 >221 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-17: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS. All bearings 8-3-8 except (jt=length) 18=0-3-8, 16=0-3-8. (lb) - Max Horz 18=-260(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18, 9, 15 except 10=-454(LC 1), 16=-125(LC 2) Max Grav All reactions 250 lb or less at joint(s) 15, 14, 13, 12, 11, 10 except 18=856(LC 1), 9=1095(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/123, 3-4=-581/139, 4-5=-542/162, 5-6=-553/155, 6-7=-722/112, 2-18=-694/166, 7-9=-647/155 BOT CHORD 17-18=-115/459, 16-17=-18/589, 15-16=-18/589, 14-15=0/436, 13-14=0/436, 12-13=0/436, 11-12=0/436, 10-11=0/436, 9-10=0/436 WEBS 17-19=-121/447, 5-19=-122/434 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 9, 15 except (jt=lb) 10=454, 16=125. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 1-0-0 7-0-0 1-0-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 12-0-0. (lb) - Max Horz 24=-167(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-180(LC 4), 14=-147(LC 5), 23=-177(LC 5), 15=-156(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=180, 14=147, 23=177, 15=156. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 2-6-0 8-9-12 2-6-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.49 0.21 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 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 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 7-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS. All bearings 12-7-8. (lb) - Max Horz 24=-225(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-377(LC 4), 14=-369(LC 5), 23=-339(LC 5), 15=-332(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=332(LC 5), 14=325(LC 4), 19=316(LC 7), 23=349(LC 4), 15=342(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-23/291, 6-7=-25/318, 7-8=-25/318, 8-9=-23/291 WEBS 7-19=-385/0 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=377, 14=369, 23=339, 15=332. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 2x4 2x4 2x4 2x4 2x4 2x4 2-4-0 4-9-0 2-0-0 7-0-4 7-0-4 14-0-8 7-0-4 -1-0-0 1-0-0 7-0-4 7-0-4 14-0-8 7-0-4 15-0-8 1-0-0 2-6-0 9-6-4 2-6-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.42 0.15 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 15 14-15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 27, 28, 29, 30 REACTIONS. All bearings 14-0-8. (lb) - Max Horz 26=-242(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 19, 18 except 26=-265(LC 4), 16=-257(LC 5), 25=-298(LC 5), 17=-291(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 20, 19, 18, 21 except 26=263(LC 5), 16=255(LC 4), 25=279(LC 4), 17=273(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-219/328, 6-7=-18/300, 9-10=-18/300, 14-16=-213/322 WEBS 3-26=-512/433, 13-16=-500/421 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 19, 18 except (jt=lb) 26=265, 16=257, 25=298, 17=291. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-8-8. (lb) - Max Horz 2=-34(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 14, 13 except 18=288(LC 1), 12=288(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 10. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-18/Mechanical, 5=196/0-2-11 Max Horz 5=37(LC 5) Max Uplift 4=-18(LC 1), 5=-93(LC 4) Max Grav 4=16(LC 2), 5=196(LC 1) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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 18 lb uplift at joint 4 and 93 lb uplift at joint 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 TC BC WB Matrix-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 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 2x6 SPF No.2 *Except* 3-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=92/Mechanical, 7=226/0-2-11 Max Horz 7=61(LC 4) Max Uplift 5=-27(LC 4), 7=-91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 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) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 5 and 91 lb uplift at joint 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 49 lb up at 1-8-10 on top chord, and 17 lb up at 1-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 9=3(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 WB Matrix-R 0.28 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 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 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=239/0-5-3, 3=38/Mechanical, 5=20/Mechanical Max Horz 6=80(LC 5) Max Uplift 6=-91(LC 6), 3=-25(LC 5) Max Grav 6=239(LC 1), 3=38(LC 1), 5=59(LC 2) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 6 and 25 lb uplift at joint 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 WB Matrix-R 0.36 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=241/0-5-3, 6=67/Mechanical Max Horz 7=126(LC 5) Max Uplift 7=-47(LC 4), 6=-166(LC 5) Max Grav 7=241(LC 1), 6=104(LC 11) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 7 and 166 lb uplift at joint 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 93 lb up at 3-0-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-54, 2-3=-54, 3-4=-14, 5-7=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 CSI. TC BC WB Matrix-R 0.28 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=268/0-5-3, 6=121/Mechanical Max Horz 7=95(LC 4) Max Uplift 7=-99(LC 5), 6=-58(LC 4) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 7 and 58 lb uplift at joint 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 22 lb up at 2-6-1 on top chord, and 28 lb down and 47 lb up at 2-6-1 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=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=-28(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 CSI. TC BC WB Matrix-R 0.28 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=267/0-5-3, 6=121/Mechanical Max Horz 7=95(LC 4) Max Uplift 7=-98(LC 5), 6=-58(LC 4) 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=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 7 and 58 lb uplift at joint 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 22 lb up at 2-6-1 on top chord, and 28 lb down and 47 lb up at 2-6-1 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=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=-28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 0.04 -0.09 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=291/0-5-3, 3=78/Mechanical, 5=105/Mechanical Max Horz 6=150(LC 4) Max Uplift 6=-171(LC 5), 3=-85(LC 4), 5=-150(LC 4) Max Grav 6=291(LC 1), 3=78(LC 1), 5=120(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 6, 85 lb uplift at joint 3 and 150 lb uplift at joint 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 92 lb up at 2-1-1 on top chord, and 14 lb down and 113 lb up at 2-1-1, and 79 lb down and 101 lb up at 3-3-5 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=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 7=17(B) 8=3(B) 9=-79(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 6,2018