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Home My WebLink AboutDRAYTON B SEALED TRUSS ENGINEERING 1700730Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Galinski, John Pages or sheets covered by this seal: I31091856 thru I31091890 My license renewal date for the state of Indiana is July 31, 2018. 1700730 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: DRAYTON B 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 19,2017 Job 1700730 Truss A Truss Type COMMON Qty 4 Ply 1 DRAYTON B Job Reference (optional) I31091856 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:04 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-n3N3tpURNOjKkE9zlZWLT963n0WXTPEYjtMduxycLfj Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x6 5x6 3x6 5x6 3x4 4x6 2x4 3x4 3x8 3x4 3x4 4x6 3x8 3x6 3x6 9-9-10 9-9-10 20-9-2 10-11-8 29-0-14 8-3-12 39-0-0 9-11-2 -0-11-4 0-11-4 7-0-6 7-0-6 13-10-12 6-10-6 20-9-2 6-10-6 26-8-14 Job 1700730 Truss AG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091857 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:06 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-jSVpIUWhv?z2zXJLs_YpYaBbmqN8xSyrBBrkyqycLfh Scale = 1:76.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 12 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 62 3x6 5x6 3x6 3x8 5x6 5x6 39-0-0 39-0-0 -0-11-4 Job 1700730 Truss AT Truss Type SPECIAL Qty 6 Ply 1 DRAYTON B Job Reference (optional) I31091858 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:07 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Ce3BVqXJgJ5vbhuXQi325okeqEXFglt?PraHVGycLfg Scale = 1:80.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 8x8 5x9 3x6 4x9 2x4 8x8 6x10 2x4 2x4 4x6 2x4 5x9 3x4 3x4 4x6 3x6 3x6 2-7-4 2-7-4 9-0-12 6-5-8 15-6-4 6-5-8 20-9-2 5-2-14 30-11-12 10-2-10 39-0-0 Job 1700730 Truss AV Truss Type SPECIAL Qty 5 Ply 1 DRAYTON B Job Reference (optional) I31091859 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:08 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gqdZjAXxRdDmCrTk_PaHe?HpmduPPBp8eVKr1jycLff Scale = 1:80.5 1 23 2 3 24 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 10x10 5x6 3x6 4x9 2x8 2x8 2x4 8x8 5x9 2x4 3x6 5x6 6x8 4x9 3x8 3x4 3x4 4x6 3x8 4x6 3x6 2-5-8 2-5-8 3-5-8 1-0-0 8-8-8 Job 1700730 Truss AV2 Truss Type SPECIAL Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091860 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:09 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-81BxwWYaCwLdq?2wX75WADpye1DO8cgIt93OZ9ycLfe Scale = 1:78.5 1 22 2 3 23 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 24 25 8x8 3x6 5x9 3x6 4x9 2x4 2x8 2x4 8x8 8x8 4x9 10x12 4x6 4x9 3x4 3x4 4x6 3x8 4x6 2-5-8 2-5-8 3-5-8 1-0-0 13-3-8 9-10-0 Job 1700730 Truss AV2G Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091861 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:11 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4PIiLCaqkYbK3JCJfX8_FeuGpruhcYeaKTYVe1ycLfc Scale = 1:79.3 Sheet Back Right Option 2-1-2 1 Ply 1/2 x 4 x 8 Duramate 1 50 2 3 51 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 52 53 8x16 5x6 3x6 4x9 2x8 8x8 8x8 6x12 10x10 4x6 3x4 3x4 3x8 4x6 8x8 3x10 5x6 4x6 4x6 2-9-6 2-5-8 2-5-8 3-5-8 Job 1700730 Truss B Truss Type COMMON Qty 7 Ply 1 DRAYTON B Job Reference (optional) I31091862 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:12 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Ycs4YYaSVrjBhSnVDFfDorRVsFEfL8ekZ7I2AUycLfb Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 17 18 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-1-0 9-1-0 18-0-0 8-11-0 26-11-0 8-11-0 36-0-0 9-1-0 -0-11-4 0-11-4 6-1-6 6-1-6 12-0-11 5-11-5 18-0-0 5-11-5 23-11-5 Job 1700730 Truss BG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091863 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:13 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-0oQSmub4G9r2JcLhmyASL3_o?emr4eZton1ciwycLfa Scale = 1:68.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 53 3x6 54 5x6 3x6 3x8 3x8 5x6 5x6 36-0-0 36-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 Job 1700730 Truss BV Truss Type SPECIAL Qty 4 Ply 1 DRAYTON B Job Reference (optional) I31091864 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:14 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-U__qzEci1TzvwmwuKghhtGWqE2yWpwg10Rn9EMycLfZ Scale = 1:70.5 1 20 2 3 21 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 22 23 8x8 5x6 3x6 4x9 2x8 2x8 2x4 8x8 7x12 4x9 2x4 3x6 6x8 5x9 3x4 3x4 2x4 5x6 2-5-8 2-5-8 3-5-8 1-0-0 13-3-8 9-10-0 14-3-8 1-0-0 Job 1700730 Truss C Truss Type COMMON Qty 3 Ply 1 DRAYTON B Job Reference (optional) I31091865 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:15 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zBYDBZdKom5mYwV4uNCwQU34?SMlYWUAF5WjnpycLfY Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 14 13 12 3x6 4x6 3x6 3x10 5x6 5x6 3x6 3x4 2x4 3x4 2x4 3x10 5x6 5x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 -1-3-4 1-3-4 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-3-4 1-3-4 1-0-14 Job 1700730 Truss C1 Truss Type COMMON Qty 4 Ply 1 DRAYTON B Job Reference (optional) I31091866 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:15 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zBYDBZdKom5mYwV4uNCwQU34_SMhYWRAF5WjnpycLfY Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 13 12 11 3x6 4x6 3x6 3x10 5x6 5x6 3x6 3x4 2x4 3x4 2x4 3x10 5x6 5x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-3-4 1-3-4 1-0-14 10-2-14 1-0-14 10.00 12 Job 1700730 Truss C2 Truss Type COMMON Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091867 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:16 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-RN6bOvezY4DdA44GS5j9yhcFmsizHoMKUlGGJFycLfX Scale = 1:61.0 1 2 3 4 5 6 7 89 13 12 11 10 3x6 4x6 3x6 3x6 3x4 2x4 3x4 4x6 3x10 5x6 5x6 2x8 3x6 7-1-3 7-1-3 14-2-13 7-1-11 21-8-0 7-5-3 5-3-12 5-3-12 10-8-0 5-4-4 16-0-4 5-4-4 21-8-0 5-7-12 22-11-4 1-3-4 1-4-3 10-2-14 1-0-14 10.00 12 Plate Offsets (X,Y)-- [8:Edge,0-0-0] LOADING (psf) TCLL Job 1700730 Truss CG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091868 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:17 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-vZgzcFebJOLUnEfS?oEOVv8M?G_p0PZTjP?prhycLfW Scale = 1:66.8 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 3x6 4x6 3x4 3x6 6x12 MT18HS 3x4 3x6 3x4 6x12 MT18HS 5-4-0 5-4-0 8-1-2 2-9-2 13-10-14 5-9-12 16-8-0 2-9-2 22-0-0 5-4-0 -1-3-4 1-3-4 5-7-0 5-7-0 11-0-0 5-5-0 16-5-0 5-5-0 22-0-0 5-7-0 23-3-4 1-3-4 Job 1700730 Truss DG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091869 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:18 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NmDLpbfD4hULPNEfZWmd26hYdfJVlnHcx3lNN8ycLfV Scale = 1:79.4 Sheet Front Right Option 4-3-5 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x6 4x6 4x6 3x8 4x6 4x6 2x8 3x6 3x4 2x8 5x6 4-11-6 10-0-0 10-0-0 13-0-0 3-0-0 15-8-11 2-8-11 20-0-0 4-3-5 -1-3-4 1-3-4 5-1-12 5-1-12 6-6-0 1-4-4 10-0-0 3-6-0 14-10-4 4-10-4 20-0-0 5-1-12 Job 1700730 Truss DGR Truss Type COMMON Qty 1 Ply 3 DRAYTON B Job Reference (optional) I31091870 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:19 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rynj0xgrr?cC1Xpr7DHsaKEh73nVUAimAjUwwaycLfU Scale = 1:80.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 3x6 4x6 3x6 5x6 6x8 10x10 3x6 8x8 3x6 8x8 4x6 5x6 4x6 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 -1-3-4 1-3-4 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 2-8-11 12-8-11 2-8-11 Job 1700730 Truss DGR Truss Type COMMON Qty 1 Ply 3 DRAYTON B Job Reference (optional) I31091870 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:19 2017 Page 2 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rynj0xgrr?cC1Xpr7DHsaKEh73nVUAimAjUwwaycLfU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-21 12=-1513(B) 11=-1513(B) 9=-1540(B) 15=-1524(B) 16=-1513(B) 17=-1513(B) 18=-1513(B) 19=-1513(B) 20=-1513(B) 21=-1524(B) 22=-1524(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700730 Truss E Truss Type COMMON Qty 2 Ply 1 DRAYTON B Job Reference (optional) I31091871 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:19 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rynj0xgrr?cC1Xpr7DHsaKEg03miULrmAjUwwaycLfU Scale = 1:56.3 1 2 3 4 5 8 7 6 4x6 2x4 3x8 2x4 5x9 5x9 6-6-0 6-6-0 13-0-0 6-6-0 -1-3-4 1-3-4 6-6-0 6-6-0 13-0-0 6-6-0 14-3-4 1-3-4 2-8-11 9-2-11 2-8-11 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job 1700730 Truss EG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091872 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:20 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-J8L6EHhTcJk3ehO1hwo57XmzfTApDnlvPNETS0ycLfT Scale = 1:51.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 13-0-0 13-0-0 -1-3-4 1-3-4 6-6-0 6-6-0 13-0-0 6-6-0 14-3-4 1-3-4 2-8-11 9-2-11 2-8-11 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Job 1700730 Truss F Truss Type MONO TRUSS Qty 3 Ply 1 DRAYTON B Job Reference (optional) I31091873 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:20 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-J8L6EHhTcJk3ehO1hwo57Xmw?T5kDiovPNETS0ycLfT Scale = 1:25.7 1 2 3 4 7 6 5 8 9 4x6 3x4 3x6 3x4 2x4 3x6 6-7-13 6-7-13 11-11-8 5-3-11 -0-11-4 0-11-4 6-7-13 6-7-13 11-11-8 5-3-11 0-4-0 4-3-13 1-3-8 4-3-13 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 1700730 Truss FG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091874 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:21 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nKvURdh5NcswGrzEEeJKflJ7AtTiyF53d1z1_SycLfS Scale = 1:25.3 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 15 14 13 12 11 10 16 9 4x6 3x4 3x6 -0-11-4 0-11-4 11-11-8 11-11-8 0-4-0 4-3-13 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 Job 1700730 Truss G Truss Type MONO TRUSS Qty 13 Ply 1 DRAYTON B Job Reference (optional) I31091875 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 18:00:31 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-GGm6joicYRwdip1_eE9opHR_n4kUDtZTmQ_Nx1ycJvk Scale = 1:16.5 1 2 3 5 4 6 7 8 4x6 4x6 2x8 3x6 6-11-8 6-11-8 0-4-0 2-7-13 1-3-8 2-7-13 4.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.45 Job 1700730 Truss GG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091876 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:22 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-FXTsfzij8w_nu?YQoLqZCysH8HoZhiBCshjaXvycLfR Scale = 1:16.6 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 7 6 8 9 5 4x6 2x4 2x4 3x6 2x4 2x4 -0-11-4 0-11-4 6-11-8 6-11-8 0-4-0 2-7-13 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. Job 1700730 Truss J Truss Type COMMON Qty 7 Ply 1 DRAYTON B Job Reference (optional) I31091877 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:22 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-FXTsfzij8w_nu?YQoLqZCysIXHfohgBCshjaXvycLfR Scale: 3/8"=1’ 1 2 3 4 5 6 7 8 9 10 4x6 3x4 5x9 2x4 2x4 3x4 9-0-0 9-0-0 18-0-0 9-0-0 -0-11-4 0-11-4 4-10-14 4-10-14 9-0-0 4-1-2 13-1-2 4-1-2 18-0-0 4-10-14 18-11-4 0-11-4 0-3-15 3-3-15 0-3-15 4.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [6:0-1-10,Edge], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 Job 1700730 Truss JG Truss Type GABLE Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091878 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:23 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kj1EsJjMvE6dV96cM3LokAOTHg9YQ9fL5LS83LycLfQ Scale: 3/8"=1’ Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 4x6 3x4 3x6 3x4 18-0-0 18-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-3-15 3-3-15 0-3-15 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Job 1700730 Truss K Truss Type MONO Qty 3 Ply 1 DRAYTON B Job Reference (optional) I31091879 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:23 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kj1EsJjMvE6dV96cM3LokAOWVgB6QAqL5LS83LycLfQ Scale = 1:8.8 1 2 3 5 4 2x4 2x4 2x4 1-2-0 1-2-0 1-3-8 0-1-8 -0-10-0 0-10-0 1-2-0 1-2-0 1-3-8 0-1-8 0-5-0 1-2-5 0-3-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job 1700730 Truss KG Truss Type MONO Qty 2 Ply 1 DRAYTON B Job Reference (optional) I31091880 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:24 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Cvbc4ek_gXEU7Jhpwms2HNxh44XK9d4VK?ChbnycLfP Scale = 1:8.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 5 4 2x4 2x4 2x4 1-2-0 1-2-0 1-3-8 0-1-8 -0-10-0 0-10-0 1-2-0 1-2-0 1-3-8 0-1-8 0-5-0 1-2-5 0-3-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job 1700730 Truss L Truss Type MONO Qty 5 Ply 1 DRAYTON B Job Reference (optional) I31091881 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:24 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Cvbc4ek_gXEU7Jhpwms2HNxhz4X79d4VK?ChbnycLfP Scale = 1:11.8 1 2 3 4 2x4 2x4 2x4 1-10-0 1-10-0 1-11-8 0-1-8 -0-11-4 0-11-4 1-10-0 1-10-0 1-11-8 0-1-8 0-5-0 1-8-11 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Job 1700730 Truss LG Truss Type MONO Qty 2 Ply 1 DRAYTON B Job Reference (optional) I31091882 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:25 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-g69?H_kcRrMLlSG?TUOHqbUsWUtJu4KeYexE7EycLfO Scale = 1:11.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 2x4 2x4 2x4 1-10-0 1-10-0 1-11-8 0-1-8 -0-11-4 0-11-4 1-10-0 1-10-0 1-11-8 0-1-8 0-5-0 1-8-11 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. Job 1700730 Truss V1 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091883 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:25 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-g69?H_kcRrMLlSG?TUOHqbUoWUpvu1QeYexE7EycLfO Scale = 1:58.5 1 2 3 4 5 9 8 7 6 3x4 4x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 18-11-2 18-11-2 9-5-9 9-5-9 18-11-2 9-5-9 9-5-9 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC Job 1700730 Truss V2 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091884 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:26 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8IiNVKlEC9UCNcrB1BvWMo0?CuAwdV_onIhoggycLfN Scale = 1:53.5 1 2 3 4 5 3x4 9 8 7 6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-7-2 16-7-2 8-3-9 8-3-9 16-7-2 8-3-9 8-3-9 12.00 12 Plate Offsets (X,Y)-- [7:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. Job 1700730 Truss V3 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091885 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:26 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8IiNVKlEC9UCNcrB1BvWMo003uBIdVYonIhoggycLfN Scale = 1:46.9 1 2 3 4 5 3x4 9 8 7 6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 14-3-2 14-3-2 7-1-9 7-1-9 14-3-2 7-1-9 7-1-9 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job 1700730 Truss V4 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091886 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:26 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8IiNVKlEC9UCNcrB1BvWMo00_uCPdWBonIhoggycLfN Scale = 1:37.6 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-11-2 11-11-2 5-11-9 5-11-9 11-11-2 5-11-9 5-11-9 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Job 1700730 Truss V5 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091887 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:27 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cUGligmszSc3_mQNbvQlv0Z6JIXbMzXx0yQLC6ycLfM Scale = 1:31.4 1 2 3 2x8 4 4x6 2x8 2x4 9-7-2 9-7-2 4-9-9 4-9-9 9-7-2 4-9-9 4-9-9 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.47 0.17 0.08 DEFL. Job 1700730 Truss V6 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091888 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:27 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cUGligmszSc3_mQNbvQlv0Z7YIXjM_Dx0yQLC6ycLfM Scale = 1:24.5 1 2 3 4 2x4 4x6 2x4 2x4 7-3-2 7-3-2 3-7-9 3-7-9 7-3-2 3-7-9 3-7-9 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.39 0.16 0.04 DEFL. Job 1700730 Truss V7 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091889 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:28 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4hq7v0nUkmkwcw?a9cx_RD6M0htQ5Rm5EcAvkYycLfL Scale = 1:15.1 1 2 3 4 2x4 4x6 2x4 2x4 4-11-2 4-11-2 2-5-9 2-5-9 4-11-2 2-5-9 2-5-9 12.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.07 0.02 DEFL. Job 1700730 Truss V8 Truss Type VALLEY Qty 1 Ply 1 DRAYTON B Job Reference (optional) I31091890 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Aug 11 2017 MiTek Industries, Inc. Mon Sep 18 16:01:28 2017 Page 1 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4hq7v0nUkmkwcw?a9cx_RD6OzhuZ5R35EcAvkYycLfL Scale = 1:9.3 1 2 3 2x4 3x6 2x4 2-7-2 2-7-2 1-3-9 1-3-9 2-7-2 1-3-9 1-3-9 12.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) ' 2012 MiTekﬁ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=76/2-7-2, 3=76/2-7-2 Max Uplift 1=-9(LC 4), 3=-9(LC 4) Max Grav 1=85(LC 7), 3=85(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=101/4-11-2, 3=101/4-11-2, 4=136/4-11-2 Max Uplift 1=-27(LC 4), 3=-27(LC 4) Max Grav 1=118(LC 7), 3=118(LC 7), 4=142(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=157/7-3-2, 3=157/7-3-2, 4=211/7-3-2 Max Uplift 1=-39(LC 4), 3=-39(LC 4) Max Grav 1=182(LC 7), 3=182(LC 7), 4=220(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=198/9-7-2, 3=198/9-7-2, 4=315/9-7-2 Max Uplift 1=-33(LC 4), 3=-33(LC 4) Max Grav 1=223(LC 7), 3=223(LC 7), 4=343(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Matrix-S 0.19 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-11-2. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-137(LC 4), 6=-137(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=384(LC 7), 6=384(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-323/179, 4-6=-323/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=137, 6=137. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 BC WB Matrix-S 0.18 0.17 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-3-2. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-142(LC 4), 6=-142(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=421(LC 7), 6=421(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-342/183, 4-6=-342/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 9 and 142 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 TC BC WB Matrix-S 0.24 0.20 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-7-2. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-160(LC 4), 6=-160(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=495(LC 7), 6=495(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-393/205, 4-6=-394/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 9 and 160 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 WB Matrix-S 0.36 0.31 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-11-2. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-187(LC 4), 6=-187(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=591(LC 7), 6=591(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-461/238, 4-6=-463/239 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 9 and 187 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 TC BC WB Matrix-P 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=145/0-3-8, 4=56/0-3-8 Max Horz 2=29(LC 4) Max Uplift 2=-56(LC 4) Max Grav 2=159(LC 6), 4=71(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Matrix-P 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=145/0-3-8, 4=56/0-3-8 Max Horz 2=29(LC 4) Max Uplift 2=-56(LC 4) Max Grav 2=159(LC 6), 4=71(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=118/0-3-8, 4=18/0-3-8 Max Horz 2=24(LC 4) Max Uplift 2=-51(LC 4), 4=-10(LC 6) Max Grav 2=141(LC 6), 4=33(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 BC WB Matrix-P 0.07 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=118/0-3-8, 4=18/0-3-8 Max Horz 2=24(LC 4) Max Uplift 2=-51(LC 4), 4=-10(LC 6) Max Grav 2=141(LC 6), 4=33(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.02 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 19=461(LC 9), 12=461(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-19=-325/118, 9-12=-325/118 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 19, 14, 13, 12, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.79 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.39 0.05 (loc) 6-8 6-8 6 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=773/0-3-8, 6=773/0-3-8 Max Uplift 2=-128(LC 6), 6=-128(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1599/236, 3-4=-1197/128, 4-5=-1197/128, 5-6=-1599/236 BOT CHORD 2-8=-171/1481, 6-8=-171/1481 WEBS 4-8=0/518, 5-8=-478/160, 3-8=-478/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=128, 6=128. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 TC BC WB Matrix-P 0.37 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.03 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-11-8. (lb) - Max Horz 2=44(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2 except 6=-218(LC 5), 7=-118(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 5 except 7=528(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-384/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 6=218, 7=118. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 0.27 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.01 (loc) 2-5 2-5 7 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=342/0-11-4 (min. 0-1-8), 7=238/0-3-8 (min. 0-1-8) Max Horz 2=75(LC 6) Max Uplift 2=-106(LC 6), 7=-59(LC 6) Max Grav 2=353(LC 9), 7=266(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-263/14, 3-6=-349/211 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 2 and 59 lb uplift at joint 7. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 CSI. TC BC WB Matrix-S 0.32 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.03 0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-11-8. (lb) - Max Horz 2=51(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 9, 11, 12, 13, 15 except 14=-127(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 9, 11, 12, 13, 14 except 15=501(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-350/153 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 9, 11, 12, 13, 15 except (jt=lb) 14=127. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.38 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.02 (loc) 2-7 2-7 9 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=539/0-11-4, 9=441/0-3-8 Max Horz 2=127(LC 6) Max Uplift 2=-109(LC 6), 9=-87(LC 6) Max Grav 2=564(LC 9), 9=521(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-871/65, 6-8=-36/379, 4-8=-36/379 BOT CHORD 2-7=-121/768, 6-7=-121/768 WEBS 3-7=0/260, 3-6=-777/153, 4-9=-525/88 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=109. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.05 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 205 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 17, 16, 15 except 24=-172(LC 4), 14=-172(LC 4), 19=-163(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=426(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-171/313, 6-7=-196/335, 7-8=-196/335, 8-9=-171/313 WEBS 7-19=-410/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 23, 17, 16, 15 except (jt=lb) 24=172, 14=172, 19=163. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.30 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=593/0-3-8, 6=593/0-3-8 Max Uplift 8=-83(LC 4), 6=-83(LC 4) Max Grav 8=610(LC 8), 6=610(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/123, 3-4=-464/123, 2-8=-552/114, 4-6=-552/114 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 12.00 12 Plate Offsets (X,Y)-- [9:Edge,0-3-8], [10:0-3-8,0-6-4], [13:0-3-8,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.25 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 484 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 5-11,7-11,3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=7947/0-3-8, 9=10437/0-3-8 Max Horz 14=62(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6504/0, 3-5=-5240/9, 5-7=-5242/0, 7-8=-7089/0, 2-14=-6838/0, 8-9=-7344/0 BOT CHORD 11-13=0/4516, 10-11=0/4937 WEBS 5-11=0/6968, 7-11=-2363/56, 7-10=0/2985, 3-11=-1609/94, 3-13=0/1942, 2-13=0/4850, 8-10=0/5281 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 44 lb up at 0-1-12, 1524 lb down at 2-0-12, 1513 lb down at 4-0-12, 1513 lb down at 6-0-12, 1513 lb down at 8-0-12, 1513 lb down at 10-0-12 , 1513 lb down at 12-0-12, 1513 lb down at 14-0-12, 1513 lb down at 16-0-12, 1524 lb down at 16-5-4, and 1524 lb down at 18-0-12, and 1540 lb down at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 9-14=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 21-3-4 1-3-4 2-8-11 12-8-11 2-8-11 12.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.75 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.01 (loc) 16-18 16-18 10 l/defl >645 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 271 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,8-10: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 3-16, 3-18, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-3-8 except (jt=length) 18=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 18, 15 except 10=-124(LC 4), 15=-141(LC 3) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11 except 18=900(LC 8), 10=839(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-685/210, 5-7=-685/210, 2-18=-316/226, 8-10=-284/242 BOT CHORD 16-18=0/375, 15-16=0/370, 14-15=0/370, 13-14=0/370, 12-13=0/370, 11-12=0/370, 10-11=0/370 WEBS 5-16=-197/533, 3-18=-590/0, 7-10=-637/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 10=124, 15=141. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 1-0-14 10-2-14 1-0-14 10.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [5:0-1-4,0-1-8], [8:0-1-7,0-1-12], [10:Edge,0-3-8], [10:0-0-0,0-1-12], [22:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.65 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.02 (loc) 15-17 15-17 10 l/defl >999 >530 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 352 lb FT = 0% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-15,3-17: 2x4 SPF Stud/No.3, 2-22,8-10: 2x4 SPF-S 1650F 1.6E OTHERS 2x4 SPF Stud/No.3 *Except* 5-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-7-8 except (jt=length) 18=0-3-8, 18=0-3-8, 14=0-3-8, 14=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 22=-133(LC 4), 19=-213(LC 8), 21=-258(LC 1), 10=-133(LC 4), 13=-213(LC 8), 11=-258(LC 1) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 13, 12 except 22=1006(LC 8), 10=1006(LC 8), 18=295(LC 8), 18=290(LC 1), 14=295(LC 8), 14=290(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-934/143, 3-5=-842/226, 5-7=-842/226, 7-8=-934/143, 2-22=-791/163, 8-10=-791/163 BOT CHORD 21-22=0/601, 20-21=0/601, 19-20=0/601, 18-19=0/601, 17-18=0/601, 15-17=0/391, 14-15=0/601, 13-14=0/601, 12-13=0/601, 11-12=0/601, 10-11=0/601 WEBS 5-15=-96/314, 7-15=-330/171, 5-17=-96/314, 3-17=-330/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 22, 213 lb uplift at joint 19, 258 lb uplift at joint 21, 133 lb uplift at joint 10, 213 lb uplift at joint 13 and 258 lb uplift at joint 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.43 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.03 (loc) 8-10 8-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-10,4-12: 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 3-10-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=939/0-3-8, 13=859/0-3-8 Max Horz 13=-17(LC 4) Max Uplift 8=-90(LC 4), 13=-48(LC 4) Max Grav 8=991(LC 8), 13=943(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/116, 2-4=-1029/208, 4-6=-1045/207, 6-8=-1100/101, 1-13=-288/95 BOT CHORD 12-13=0/674, 10-12=0/470, 8-10=0/704 WEBS 4-10=-86/486, 6-10=-322/180, 4-12=-87/436, 2-12=-282/181, 2-13=-813/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [9:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.43 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.03 (loc) 1-13 1-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-4, Right 2x8 SP No.2 3-10-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=878/0-3-8, 9=958/0-3-8 Max Horz 1=-14(LC 4) Max Uplift 1=-49(LC 4), 9=-91(LC 4) Max Grav 1=964(LC 8), 9=1012(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1130/104, 3-5=-1075/212, 5-7=-1072/209, 7-9=-1129/103 BOT CHORD 1-13=0/728, 11-13=0/492, 9-11=0/725 WEBS 5-11=-86/479, 7-11=-317/180, 5-13=-91/484, 3-13=-321/185 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 10-2-14 1-0-14 10.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [10:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.43 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.03 (loc) 2-14 2-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-4, Right 2x8 SP No.2 3-10-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=956/0-3-8, 10=956/0-3-8 Max Uplift 2=-90(LC 4), 10=-90(LC 4) Max Grav 2=1011(LC 8), 10=1011(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1128/101, 4-6=-1071/207, 6-8=-1071/207, 8-10=-1127/101 BOT CHORD 2-14=0/723, 12-14=0/490, 10-12=0/723 WEBS 6-12=-86/479, 8-12=-317/180, 6-14=-86/479, 4-14=-317/180 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 21-4-5 7-0-13 28-7-2 7-2-13 36-0-0 7-4-14 -0-11-4 0-11-4 2-5-8 2-5-8 8-3-8 5-10-0 14-3-8 6-0-0 18-0-0 3-8-8 23-11-5 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0-6-6 11-0-6 0-6-6 1-6-0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-0-1,0-0-0], [3:0-0-5,0-3-8], [10:0-6-0,0-1-3], [10:0-1-0,0-0-9], [16:0-5-12,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.75 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.74 0.39 (loc) 3-17 3-17 10 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 13-15,10-13: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-18: 2x6 SPF No.2, 5-15,6-16,6-14,7-12: 2x4 SPF No.2 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1404/0-3-8, 10=1482/0-3-8 Max Horz 1=-17(LC 6) Max Uplift 1=-87(LC 6), 10=-116(LC 6) Max Grav 1=1542(LC 12), 10=1593(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-919/85, 2-3=-522/80, 3-4=-3051/225, 4-5=-2450/184, 5-6=-2082/283, 6-7=-1937/251, 7-9=-2451/226, 9-10=-2545/162 BOT CHORD 3-17=-84/2797, 16-17=0/2078, 12-14=0/1662, 10-12=-55/2067 WEBS 5-16=-2055/65, 4-17=-1048/176, 5-17=0/1943, 14-16=0/1179, 6-16=-118/1056, 6-14=-79/694, 7-14=-664/170, 7-12=-48/550, 9-12=-320/136 NOTES- 1) Attached 9-8-6 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-13 from end at joint 1, nail 2 row(s) at 3" o.c. for 3-10-3; starting at 7-4-14 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 36-0-0 18-0-0 36-11-4 0-11-4 0-6-6 11-0-6 0-6-6 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-3,0-6-0], [2:0-0-9,0-1-0], [9:0-1-10,Edge], [21:0-1-10,Edge], [28:0-0-9,0-1-0], [28:0-1-3,0-6-0], [28:0-3-8,Edge], [38:0-3-0,0-3-0], [44:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.07 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 29 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 250 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 15-41,14-42,13-43,12-44,16-40,17-39,18-38: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-41, 14-42, 13-43, 12-44, 16-40, 17-39, 18-38 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 36-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 2, 28, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 52=319(LC 12), 30=319(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0-6-6 11-0-6 0-6-6 7.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [10:0-1-0,0-0-9], [10:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.84 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.50 0.13 (loc) 10-12 10-12 10 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-14,7-14,5-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-115(LC 6), 10=-115(LC 6) Max Grav 2=1606(LC 12), 10=1606(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2533/174, 3-5=-2346/191, 5-6=-1694/214, 6-7=-1694/214, 7-9=-2346/191, 9-10=-2533/174 BOT CHORD 2-16=-64/2074, 14-16=0/1681, 12-14=0/1681, 10-12=-64/2074 WEBS 6-14=-110/1255, 7-14=-702/138, 7-12=0/490, 9-12=-326/134, 5-14=-702/138, 5-16=0/490, 3-16=-326/134 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=115, 10=115. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 1-0-0 13-3-8 9-10-0 14-3-8 1-0-0 20-9-2 6-5-10 30-6-3 9-9-1 36-10-14 6-4-11 39-0-0 2-1-2 -0-11-4 0-11-4 2-5-8 2-5-8 8-3-8 5-10-0 14-3-8 6-0-0 18-0-0 3-8-8 20-9-2 2-9-2 26-8-14 5-11-13 32-8-11 5-11-13 39-0-0 6-3-5 39-11-4 0-11-4 0-6-6 12-7-11 2-0-0 1-6-0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-7,0-0-0], [3:0-4-0,0-7-12], [5:0-2-0,0-0-0], [6:0-4-8,Edge], [6:0-0-0,0-1-12], [10:0-0-11,0-2-0], [11:0-3-0,Edge], [17:0-1-4,0-1-4], [18:0-1-12,0-1-12], [21:0-1-8,0-1-12], [30:0-1-8,0-1-0], [43:0-1-9,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.95 0.89 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.79 0.45 (loc) 3-19 3-19 13 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 308 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-19: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-20: 2x4 SP No.2, 5-17: 2x4 SPF-S 1650F 1.6E 4-19,16-18,10-14,11-13,10-13: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-16, 10-13, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1524/0-3-8, 13=1601/0-3-8 Max Horz 1=-19(LC 6) Max Uplift 1=-95(LC 6), 13=-122(LC 6) Max Grav 1=1673(LC 12), 13=1724(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-983/93, 2-3=-525/87, 3-4=-3357/245, 4-5=-2748/209, 5-7=-1715/244, 7-8=-1711/245, 8-10=-2074/223, 10-11=-276/136, 11-13=-342/141 BOT CHORD 3-19=-96/3087, 18-19=0/2524, 14-16=0/1529, 13-14=-9/1618 WEBS 5-18=-1582/0, 4-19=-1071/169, 5-19=0/2498, 16-18=0/1682, 7-16=-137/1259, 8-16=-533/146, 8-14=-5/268, 10-13=-1987/34, 5-16=-969/150 NOTES- 1) Attached 9-8-6 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-5 from end at joint 1, nail 2 row(s) at 2" o.c. for 3-10-11; starting at 7-4-14 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 13=122. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 14-3-8 1-0-0 20-9-2 6-5-10 30-6-3 9-9-1 39-0-0 8-5-13 -0-11-4 0-11-4 2-5-8 2-5-8 8-3-8 5-10-0 14-3-8 6-0-0 20-9-2 6-5-10 26-8-14 5-11-13 32-8-11 5-11-13 39-0-0 6-3-5 39-11-4 0-11-4 0-6-6 12-7-11 2-0-0 1-6-0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-7,0-0-0], [3:0-4-0,0-7-12], [11:0-3-0,Edge], [17:0-1-4,0-1-4], [21:0-1-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.81 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.83 0.46 (loc) 3-19 3-19 13 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 Weight: 255 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E, 6-7: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 3-19: 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-20: 2x4 SP No.2, 5-17: 2x4 SPF-S 1650F 1.6E 7-18,7-16,8-16,8-14: 2x4 SPF No.2 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-16, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1526/0-3-8, 13=1602/0-3-8 Max Horz 1=-19(LC 6) Max Uplift 1=-94(LC 6), 13=-122(LC 6) Max Grav 1=1675(LC 12), 13=1725(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-984/93, 2-3=-526/86, 3-4=-3353/240, 4-5=-2750/205, 5-7=-2354/339, 7-8=-1714/244, 8-10=-2076/222, 10-11=-276/136, 11-13=-342/141 BOT CHORD 3-19=-90/3083, 18-19=0/2561, 14-16=0/1530, 13-14=-8/1619 WEBS 5-18=-2639/123, 4-19=-1061/163, 5-19=0/2444, 16-18=0/1106, 7-18=-180/1168, 7-16=-23/540, 8-16=-530/146, 8-14=-5/266, 10-13=-1988/33 NOTES- 1) Attached 9-8-6 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-5 from end at joint 1, nail 2 row(s) at 2" o.c. for 3-10-11; starting at 7-4-14 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 13=122. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 5-3-0 9-8-8 1-0-0 15-1-13 5-5-5 20-9-2 5-7-5 29-9-11 9-0-9 39-0-0 9-2-5 -0-11-4 0-11-4 2-5-8 2-5-8 9-8-8 7-3-0 15-1-13 5-5-5 20-9-2 5-7-5 26-8-14 5-11-13 32-8-11 5-11-13 39-0-0 6-3-5 39-11-4 0-11-4 0-6-6 12-7-11 2-0-0 1-6-0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-0-1,0-0-0], [3:0-0-8,0-3-9], [4:0-4-12,Edge], [10:0-3-0,Edge], [19:0-5-4,0-4-0], [20:0-4-8,0-4-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.79 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.42 (loc) 3-20 3-20 12 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 272 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 15-18,12-14,14-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21: 2x8 SP No.2, 4-18,17-19,9-13,10-12,9-12: 2x4 SPF Stud/No.3 4-20: 2x6 SPF No.2 OTHERS 2x8 SP 2250F 1.8E LBR SCAB 1-4 2x8 SP 2250F 1.8E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-16, 7-16, 9-12, 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1523/0-3-8, 12=1602/0-3-8 Max Horz 1=-21(LC 6) Max Uplift 1=-96(LC 6), 12=-122(LC 6) Max Grav 1=1672(LC 12), 12=1725(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-998/94, 2-3=-588/88, 3-4=-3189/171, 4-5=-2886/305, 5-6=-1704/248, 6-7=-1710/247, 7-9=-2063/215, 9-10=-283/130, 10-12=-345/137 BOT CHORD 3-20=-14/2822, 19-20=-20/3057, 16-17=0/1647, 13-16=0/1534, 12-13=-14/1611 WEBS 4-19=-2657/152, 4-20=0/2075, 17-19=0/1560, 5-19=-132/1209, 5-16=-796/139, 6-16=-146/1280, 7-16=-547/140, 7-13=0/281, 9-12=-1969/47 NOTES- 1) Attached 11-6-1 scab 1 to 4, front face(s) 2x8 SP 2250F 1.8E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-13 from end at joint 1, nail 2 row(s) at 2" o.c. for 3-10-3; starting at 9-3-7 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=122. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 8-0-4 2-7-4 2-7-4 9-0-12 6-5-8 15-6-4 6-5-8 20-9-2 5-2-14 26-8-14 5-11-13 32-8-11 5-11-13 39-0-0 6-3-5 0-6-6 12-7-11 2-0-0 1-0-0 7.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-0], [3:0-2-8,Edge], [15:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.85 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.75 0.37 (loc) 11-13 11-13 10 l/defl >999 >616 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-17: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 4-14,5-15,5-13,6-13,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-17. WEBS 1 Row at midpt 4-14, 3-15, 6-13, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1543/0-5-8, 10=1533/Mechanical Max Horz 1=9(LC 6) Max Uplift 1=-81(LC 6), 10=-88(LC 6) Max Grav 1=1692(LC 12), 10=1682(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1070/68, 2-3=-3016/180, 3-4=-2331/219, 4-5=-2365/332, 5-6=-1710/242, 6-8=-2088/225, 9-10=-274/88 BOT CHORD 2-16=-64/2613, 15-16=-60/2617, 11-13=0/1517, 10-11=-29/1621 WEBS 4-15=-432/159, 3-16=0/310, 3-15=-992/112, 13-15=0/1205, 5-15=-173/1366, 5-13=-37/405, 6-13=-534/150, 6-11=-11/267, 8-10=-2037/55 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 0-11-4 20-9-2 20-9-2 39-0-0 18-2-14 0-6-6 12-7-11 2-0-0 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-3,0-6-0], [2:0-0-9,0-1-0], [9:0-2-12,0-1-8], [44:0-0-0,0-1-12], [45:0-1-12,0-0-0], [53:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.08 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 311 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 17-48,16-49,15-50,14-51,13-52,12-53,18-47,19-46,20-45,21-43,23-42: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-48, 16-49, 15-50, 14-51, 13-52, 12-53, 18-47, 19-46, 20-45, 21-43, 23-42 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 39-0-0. (lb) - Max Horz 2=23(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 33, 2, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 48=-143(LC 7), 34=-104(LC 6) Max Grav All reactions 250 lb or less at joint(s) 33, 2, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 48=262(LC 6), 61=328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-216/252, 14-15=-237/278, 15-16=-264/309, 16-17=-267/314, 17-18=-267/314, 18-19=-264/309, 19-20=-237/278, 20-21=-216/252 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 2, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 48=143, 34=104. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017 5-11-13 32-8-11 5-11-13 39-0-0 6-3-5 0-6-6 12-7-11 2-0-0 7.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.79 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.78 0.12 (loc) 14-16 14-16 11 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,9-12,10-11,9-11: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1616/0-5-8, 11=1544/Mechanical Max Horz 2=23(LC 6) Max Uplift 2=-125(LC 6), 11=-87(LC 6) Max Grav 2=1737(LC 12), 11=1695(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2751/182, 3-5=-2556/217, 5-6=-1742/237, 6-7=-1731/241, 7-9=-2069/208, 9-10=-261/88, 10-11=-284/78 BOT CHORD 2-16=-85/2228, 14-16=-1/1754, 12-14=0/1545, 11-12=-44/1612 WEBS 3-16=-369/154, 5-16=0/610, 5-14=-809/165, 6-14=-126/1262, 7-14=-553/135, 7-12=0/269, 9-11=-1999/96 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 19,2017