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HomeMy WebLinkAboutLENNAR 28 CLAY TRSRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35450506 thru I35450552 My license renewal date for the state of Indiana is July 31, 2020. B18803512 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: LENNAR 28 CLAY 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 3,2018 Liu, Xuegang Job B18803512 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450506 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:42 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-wVZzdSUZbyWlNCpX9W9WkyLb_9H4Jux3SNYegjyD54V Scale = 1:131.2 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 20 23 22 24 25 27 26 28 29 30 31 32 33 35 34 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 108 107 106105 104 103102 99 100 101 Job B18803512 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450506 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:42 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-wVZzdSUZbyWlNCpX9W9WkyLb_9H4Jux3SNYegjyD54V NOTES- (15-16) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 99, 81, 54, 78, 79, 80, 83, 84, 85, 86, 87, 88, 93, 94, 95, 96, 97, 100, 101, 102, 103, 104, 105, 106, 107, 108, 74, 73, 72, 70, 69, 68, 67, 66, 65, 64, 62, 61, 60, 59, 58, 57, 56. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 83, 84, 85, 86, 87, 88, 90, 91, 92, 93, 94, 95, 96, 97. 13) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803512 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450507 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:43 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Oh7MqoVBMFec?LOjjDhlG9ukfZcl2M7Dg1IBD9yD54U Scale = 1:30.9 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 12 11 10 9 8 7 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-15 5-11-8 5-11-8 1-10-8 4-10-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job B18803512 Truss GE06 Truss Type Common Structural Gable Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450508 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:43 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Oh7MqoVBMFec?LOjjDhlG9uo8ZeS2MrDg1IBD9yD54U Scale = 1:13.8 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 3-2-9 3-0-0 3-0-0 -0-9-4 0-9-4 1-6-0 1-6-0 3-0-0 1-6-0 3-9-4 0-9-4 0-5-4 1-11-4 0-5-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803512 Truss GE07 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450509 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:44 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-stgk28Wp7ZmTcVzwGxC_pNQyGy_DnpFMvh1klbyD54T Scale = 1:8.8 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 2x4 2x4 2x4 2-4-10 2-4-10 0-0-4 1-2-5 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Job B18803512 Truss GE08 Truss Type GABLE COMMON Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450510 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:46 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-pGoUSpX3fA0Bsp7IOMESuoWAfmceFg_fN?XrpUyD54R Scale = 1:81.2 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3x6 3x6 3x6 3x6 3x6 5x6 5x6 5x6 23-3-0 23-3-0 44-8-0 21-5-0 13-0-6 13-0-6 Job B18803512 Truss GE08 Truss Type GABLE COMMON Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450510 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:47 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HSMsg9YhQU82TziVy3lhR?2KPAyt_7DobeGPMwyD54Q NOTES- (16-17) 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 35, 55, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 68, 69, 70, 71, 52, 51, 50, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 54 except (jt=lb) 73=396, 72=284. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 73, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 72. 14) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 17) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803512 Truss GE09 Truss Type Scissor Supported Gable Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450511 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:47 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HSMsg9YhQU82TziVy3lhR?2INAwg_2dobeGPMwyD54Q Scale = 1:68.2 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x8 3x8 4x6 3x8 3x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18803512 Truss GE10 Truss Type GABLE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450512 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:50 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-h12?IBaaiPXdKQR4dCJO3egnhNzfBN2FHcV3yFyD54N Scale = 1:61.4 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 10 9 8 7 4x10 4x6 3x4 5x8 3x4 8x8 8x8 6x8 7-7-0 7-7-0 7-10-8 0-3-8 15-7-0 7-8-8 23-7-0 8-0-0 -1-7-4 1-7-4 7-9-8 7-9-8 15-9-8 8-0-0 23-7-0 7-9-8 25-2-4 1-7-4 3-0-0 10-9-8 3-0-0 4-5-15 10-9-8 12.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-0], [5:0-3-8,Edge], [9:0-6-0,0-2-4], [22:0-1-12,0-1-0], [25:0-1-12,0-1-0], [28:0-1-12,0-1-0], [31:0-1-12,0-1-0], [44:0-1-10,0-1-0], [47:0-1-10,0-1-0], [50:0-1-10,0-1-0] LOADING (psf) Job B18803512 Truss GE10 Truss Type GABLE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450512 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:50 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-h12?IBaaiPXdKQR4dCJO3egnhNzfBN2FHcV3yFyD54N 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803512 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450513 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:51 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-9DbNWXbCTjfTya?GBvqdbrD9unNKwxWOWGEcVhyD54M Scale = 1:60.3 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 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 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 4x6 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 Job B18803512 Truss M02 Truss Type Monopitch Qty 10 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450514 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:52 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-dQ9ljtcqE0nKakaSkcLs83mEMBenfQEYlw_918yD54L Scale = 1:29.4 1 2 4 3 3x4 3x6 3x4 3x6 5-11-8 5-11-8 5-11-8 5-11-8 1-10-8 4-10-4 4-6-12 0-3-8 4-10-4 6.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.40 Job B18803512 Truss PB01 Truss Type Piggyback Qty 18 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450515 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:53 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-5cj8wDdS?KvBCu9eIKs5gGITOb1lOsJh_ajjZayD54K Scale = 1:28.2 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18803512 Truss PB02 Truss Type GABLE Qty 6 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450516 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:53 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-5cj8wDdS?KvBCu9eIKs5gGISub08Otuh_ajjZayD54K Scale = 1:26.5 2 3 4 6 1 5 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job B18803512 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450517 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:54 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-aoHW8Ze5me12p2krs1NKDUrf9_OX7K6qCETG50yD54J Scale = 1:28.2 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 6.00 12 LOADING (psf) TCLL TCDL Job B18803512 Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450518 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:55 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-2?ruLuejXx9vRBJ1QluZmhNqvOkmsnM_RuCqeTyD54I Scale = 1:28.2 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 6.00 12 LOADING (psf) TCLL TCDL Job B18803512 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450519 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:56 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-WBPGZEfLIFHm3LuDzSPoIvw0do4IbEb7gYyNAvyD54H Scale = 1:26.5 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18803512 Truss T03 Truss Type Piggyback Base Qty 3 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450520 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:57 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-_Nzemagz3ZPdgVTQXAx1r6T2SCFeKTmHuChwiLyD54G Scale = 1:119.2 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 14 24 23 22 21 20 19 18 17 16 15 5x6 6x10 6x8 5x6 8x8 5x6 5x6 3x6 3x6 3x4 3x6 5x8 5x8 5x8 4x8 6x10 6x16 5x8 5x6 5x12 5x12 3x6 3x6 4x6 7-5-9 7-5-9 13-5-0 Job B18803512 Truss T03 Truss Type Piggyback Base Qty 3 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450520 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:57 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-_Nzemagz3ZPdgVTQXAx1r6T2SCFeKTmHuChwiLyD54G 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803512 Truss T08 Truss Type Common Qty 6 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450521 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:58 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-SaX1_whbqsXUIf2c5tSGNK?L5cl538jQ7sRUEnyD54F Scale = 1:13.8 1 2 3 4 5 3x4 2x4 2x4 1-6-0 1-6-0 3-0-0 1-6-0 -0-9-4 0-9-4 1-6-0 1-6-0 3-0-0 1-6-0 3-9-4 0-9-4 0-5-4 1-11-4 0-5-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-2-0,Edge], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18803512 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450522 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:58 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-SaX1_whbqsXUIf2c5tSGNK?9ZcYb3vQQ7sRUEnyD54F Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 5x6 5x8 3x6 3x4 3x6 2x4 2x4 3x16 MT18HS 3x6 4x8 3x8 3x6 6x16 5x12 3x6 3x6 4x6 4x8 3x6 5x6 6-7-15 6-7-15 13-0-6 6-4-7 23-3-0 10-2-10 29-0-6 5-9-6 38-8-7 9-8-1 48-8-0 Job B18803512 Truss T14 Truss Type Piggyback Base Qty 8 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450523 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:19:59 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-wm4PBGhDbAfLwpdofbzVwXYLa?tOoRnZMWA1nEyD54E Scale = 1:79.0 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 5x6 5x8 3x6 3x4 3x6 2x4 2x4 3x6 3x6 4x8 3x8 3x4 6x16 5x12 3x6 3x12 3x4 5x6 4x6 6-7-15 6-7-15 13-0-6 6-4-7 23-3-0 10-2-10 29-0-6 5-9-6 36-8-7 7-8-1 44-8-0 7-11-9 6-7-15 6-7-15 Job B18803512 Truss T15 Truss Type Piggyback Base Qty 2 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450524 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:00 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-OyenOcirMUnCXzC?CIUkSl5V9PN?XvWjbAwbJgyD54D Scale = 1:61.4 1 2 3 4 5 6 10 9 8 7 4x10 4x6 3x4 5x8 3x4 8x8 8x8 6x8 7-7-0 7-7-0 7-10-8 0-3-8 15-7-0 7-8-8 23-7-0 8-0-0 -1-7-4 1-7-4 7-9-8 7-9-8 15-9-8 8-0-0 23-7-0 7-9-8 25-2-4 1-7-4 3-0-0 10-9-8 3-0-0 4-5-15 10-9-8 12.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-0], [5:0-3-8,Edge], [9:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803512 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450525 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:01 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-s9C9cyjU7nv396mBm??z?ydg5pjEGOYspqf8r6yD54C Scale = 1:61.4 1 2 3 4 5 9 8 7 6 8x8 4x10 4x6 3x4 5x8 3x4 8x8 6x8 7-7-0 7-7-0 7-10-8 0-3-8 15-7-0 7-8-8 23-7-0 8-0-0 7-9-8 7-9-8 7-10-8 0-1-0 15-9-8 7-11-0 23-7-0 7-9-8 25-2-4 1-7-4 3-0-0 10-9-8 3-0-0 4-5-15 10-9-8 12.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [2:0-6-4,0-1-0], [4:0-3-8,Edge], [8:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803512 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450526 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:01 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-s9C9cyjU7nv396mBm??z?ydg3pjGGPzspqf8r6yD54C Scale = 1:61.2 1 2 3 4 5 9 8 7 6 5x8 5x8 4x6 3x4 5x8 3x4 8x8 6x8 6-5-4 6-5-4 6-7-0 0-1-12 14-3-8 7-8-8 22-3-8 8-0-0 6-6-0 6-6-0 14-6-0 8-0-0 22-3-8 7-9-8 23-10-12 1-7-4 4-3-8 10-9-8 3-0-0 4-5-15 10-9-8 12.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [2:0-5-0,0-1-12], [4:0-3-8,Edge], [8:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * Job B18803512 Truss T18 Truss Type Piggyback Base Qty 2 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450527 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:02 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-LLmXpIk6u51wnGLNKjWCYAAr0D3O?vH02UPhOZyD54B Scale = 1:62.4 1 2 3 4 7 6 5 4x6 4x6 3x4 3x4 8x8 6x8 8-0-0 8-0-0 16-0-0 8-0-0 0-2-8 0-2-8 8-2-8 8-0-0 16-0-0 7-9-8 17-7-4 1-7-4 0-2-0 10-9-8 3-0-0 4-5-15 12.00 12 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-2-0], [3:0-3-8,Edge], [7:0-0-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job B18803512 Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450528 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:03 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-pXKw1ekkfP9nOQwZuQ2R4Nj3sdJakCA9H88Fw?yD54A Scale = 1:118.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 13 23 22 21 20 19 18 17 16 15 14 26 27 5x6 6x10 6x8 5x6 8x8 5x6 5x6 3x6 3x6 3x4 3x8 5x8 5x8 6x8 4x8 6x10 5x12 5x8 5x6 5x12 6x10 3x6 3x6 4x6 Job B18803512 Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450528 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:03 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-pXKw1ekkfP9nOQwZuQ2R4Nj3sdJakCA9H88Fw?yD54A 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803512 Truss T20 Truss Type PIGGYBACK BASE Qty 3 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450529 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:04 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HjuIEzlMPiId0aVmR8ZgdbFEs0baTeqJVouoSRyD549 Scale = 1:120.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 15 25 24 23 22 21 20 19 18 17 16 35 36 37 4x6 6x6 6x8 4x8 8x8 4x8 4x6 5x6 3x6 3x4 3x4 3x8 MT18HS 4x10 5x8 5x8 6x10 5x6 6x16 5x12 5x8 5x6 5x12 6x10 3x6 3x6 4x6 7-1-13 7-1-13 Job B18803512 Truss T20 Truss Type PIGGYBACK BASE Qty 3 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450529 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:04 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HjuIEzlMPiId0aVmR8ZgdbFEs0baTeqJVouoSRyD549 NOTES- (12-13) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 26, 14 except (jt=lb) 16=136. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803512 Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450530 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:06 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-D6?2ffncxKYLFuf8ZZb8i0LW1qGbxYcbz6NvXKyD547 Scale = 1:101.7 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 28 29 30 31 3x6 5x6 5x8 3x6 4x6 3x6 5x6 3x6 2x4 2x4 3x16 MT18HS 3x6 4x8 5x6 5x12 3x6 6x8 5x12 3x6 3x6 4x6 4x8 3x6 7-1-13 7-1-13 13-1-4 5-11-7 Job B18803512 Truss T22 Truss Type Common Qty 9 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450531 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:06 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-D6?2ffncxKYLFuf8ZZb8i0LadqKjxi0bz6NvXKyD547 Scale = 1:51.4 1 2 3 4 5 6 7 8 9 12 13 11 14 10 3x6 4x6 3x6 6x8 3x12 3x6 2x4 3x6 2x4 6x8 10-0-6 10-0-6 19-11-10 9-11-4 30-0-0 10-0-6 -0-11-4 0-11-4 7-6-9 7-6-9 15-0-0 7-5-7 22-5-7 7-5-7 30-0-0 7-6-9 30-11-4 0-11-4 0-6-14 8-0-14 0-6-14 6.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-8,Edge], [8:0-0-4,0-0-9], [8:0-0-9,0-5-12], [8:0-3-8,Edge] LOADING (psf) TCLL Job B18803512 Truss T23 Truss Type Common Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450532 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:07 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-hIZQt?oEidgCt1EL7G6NFDtkVEgeg8alCm6S3myD546 Scale: 1/4"=1' 1 2 3 4 5 6 9 10 8 11 7 3x4 4x10 3x6 3x16 MT18HS 3x6 2x4 3x8 4x8 10-1-3 10-1-3 20-0-0 9-10-13 5-0-0 5-0-0 12-5-7 7-5-7 20-0-0 7-6-9 20-11-4 0-11-4 5-6-14 8-0-14 0-6-14 6.00 12 Plate Offsets (X,Y)-- [5:0-0-4,0-0-9], [5:0-0-9,0-5-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803512 Truss V11 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450533 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:07 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-hIZQt?oEidgCt1EL7G6NFDtu8EpdgCxlCm6S3myD546 Scale = 1:10.3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-11-13 2-11-9 1-5-15 1-5-15 2-11-13 1-5-15 0-0-4 1-5-15 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 Job B18803512 Truss V12 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450534 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:08 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-9V7p4LotTxo3VBpXg_dcnRQrre8sPdzuQQs0bCyD545 Scale = 1:50.5 1 2 3 5 4 2x4 2x4 4x6 2x4 2x4 7-10-8 7-10-8 0-0-4 8-6-13 12.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.94 0.18 0.14 DEFL. Vert(LL) Job B18803512 Truss V13 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450535 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:08 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-9V7p4LotTxo3VBpXg_dcnRQu3e55PeluQQs0bCyD545 Scale = 1:44.8 1 2 3 2x4 5 6 4 2x4 2x4 2x4 2x4 7-6-13 7-6-13 0-0-4 7-6-13 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.74 0.36 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in Job B18803512 Truss V14 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450536 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:09 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ehhBHhpVEFww6LOjEh8rKezCu1Sd82B2f4bZ7fyD544 Scale = 1:69.2 1 2 3 4 5 6 7 13 14 12 11 10 9 15 8 3x4 4x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 21-6-10 21-6-6 10-9-5 10-9-5 21-6-10 10-9-5 0-0-4 10-9-5 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job B18803512 Truss V15 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450537 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:10 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-6tFZV1q7?Y2nkVywoOg4ssVNdRqatWcBukL6g5yD543 Scale = 1:60.3 1 2 3 4 5 6 7 12 11 10 9 8 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-6-6 19-6-6 19-6-10 0-0-4 9-9-5 9-9-5 19-6-10 9-9-5 0-0-4 9-9-5 0-0-4 12.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803512 Truss V16 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450538 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:10 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-6tFZV1q7?Y2nkVywoOg4ssVN7RnatXKBukL6g5yD543 Scale = 1:54.4 1 2 3 4 5 9 8 7 6 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 17-6-10 17-6-6 8-9-5 8-9-5 17-6-10 8-9-5 0-0-4 8-9-5 0-0-4 12.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [5:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18803512 Truss V17 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450539 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:11 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-a4pxiNrlmsAeMfX6M6BJP32YXr9uc_HL6N4gCXyD542 Scale: 1/4"=1' 1 2 3 4 5 3x4 8 9 7 10 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-6-6 15-6-6 15-6-10 0-0-4 7-9-5 7-9-5 15-6-10 7-9-5 0-0-4 7-9-5 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18803512 Truss V18 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450540 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:12 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-2GNJwirNXAIVzp6IvpiYyHbjlFVJLR8UL1qDkzyD541 Scale = 1:42.4 1 2 3 4 5 3x4 8 9 7 10 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-6-10 13-6-6 6-9-5 6-9-5 13-6-10 6-9-5 0-0-4 6-9-5 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18803512 Truss V19 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450541 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:12 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-2GNJwirNXAIVzp6IvpiYyHbfVFW7LSaUL1qDkzyD541 Scale = 1:36.5 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-6-10 11-6-6 5-9-5 5-9-5 11-6-10 5-9-5 0-0-4 5-9-5 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18803512 Truss V20 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450542 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:13 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-WSxi72s?ITQMbyhUTXDnUU7szfqL4v4dahZnGQyD540 Scale = 1:31.3 1 2 3 3x8 4 4x6 3x8 2x4 0-0-4 0-0-4 9-6-10 9-6-6 4-9-5 4-9-5 9-6-10 4-9-5 0-0-4 4-9-5 0-0-4 12.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH Job B18803512 Truss V21 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450543 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:13 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-WSxi72s?ITQMbyhUTXDnUU7q4flo4wQdahZnGQyD540 Scale = 1:24.7 1 2 3 2x4 3x4 2x4 7-6-6 7-6-6 7-6-10 0-0-4 3-9-5 3-9-5 7-6-10 3-9-5 0-0-4 3-9-5 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.40 Job B18803512 Truss V22 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450544 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:14 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-_fU4LOtd3nYDD6Gh1Ek01ig2y25?pNgnpLJKpsyD54? Scale = 1:19.3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 5-6-10 5-6-6 2-9-5 2-9-5 5-6-10 2-9-5 0-0-4 2-9-5 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 Job B18803512 Truss V23 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450545 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:14 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-_fU4LOtd3nYDD6Gh1Ek01ig4_2BGpNgnpLJKpsyD54? Scale = 1:11.7 1 2 3 2x4 3x4 2x4 3-6-6 3-6-6 3-6-10 0-0-4 1-9-5 1-9-5 3-6-10 1-9-5 0-0-4 1-9-5 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.07 Job B18803512 Truss V24 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450546 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:15 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Sr2SYkuGq5g4qGrtbyFFZvDDXSXHYpdw1?2tLIyD54_ Scale = 1:27.3 1 2 3 5 4 3x6 2x4 2x4 2x4 2x4 9-2-2 9-2-2 0-0-4 4-7-1 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.21 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Job B18803512 Truss V25 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450547 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:16 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-w1cql4vubOowSQQ38fmU67lPDst3HFf4GfoRslyD53z Scale = 1:41.0 1 2 3 4 5 6 7 3x4 12 11 10 9 8 4x6 3x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 0-0-8 0-0-8 24-4-4 24-3-12 12-2-2 12-2-2 24-4-4 12-2-2 0-0-4 6-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job B18803512 Truss V26 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450548 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:16 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-w1cql4vubOowSQQ38fmU67lMcspNHGY4GfoRslyD53z Scale = 1:34.3 1 2 3 4 5 3x8 8 7 6 4x6 3x6 2x4 2x4 2x4 5x6 2x4 0-0-8 0-0-8 20-4-4 20-3-12 10-2-2 10-2-2 20-4-4 10-2-2 0-0-4 5-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 Job B18803512 Truss V27 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450549 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:17 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-PEACzQvWMiwn4a?GiMIjfKIarGD80jDDVJX_OByD53y Scale = 1:27.7 1 2 3 4 5 3x4 9 8 7 6 4x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 0-0-8 0-0-8 16-4-4 16-3-12 8-2-2 8-2-2 16-4-4 8-2-2 0-0-4 4-1-1 0-0-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18803512 Truss V28 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450550 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:17 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-PEACzQvWMiwn4a?GiMIjfKIVEGAS0j0DVJX_OByD53y Scale = 1:21.0 1 2 3 4 3x12 4x8 2x4 3x12 0-0-8 0-0-8 12-4-4 12-3-12 6-2-2 6-2-2 12-4-4 6-2-2 0-0-4 3-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH Job B18803512 Truss V29 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450551 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:18 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-tQkaAmw8602ehkaSG4pyBYqhQfYtlBuMjzHYxdyD53x Scale = 1:15.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 8-4-4 8-3-12 4-2-2 4-2-2 8-4-4 4-2-2 0-0-4 2-1-1 0-0-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 Job B18803512 Truss V30 Truss Type Valley Qty 1 Ply 1 LENNAR 28 CLAY Job Reference (optional) I35450552 Builders First Source, mooresville,in 8.220 s Nov 16 2018 MiTek Industries, Inc. Sun Dec 2 06:20:18 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-tQkaAmw8602ehkaSG4pyBYqmnfXblBgMjzHYxdyD53x Scale = 1:8.1 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 4-4-4 4-3-12 2-2-2 2-2-2 4-4-4 2-2-2 0-0-4 1-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=124/4-3-4, 3=124/4-3-4 Max Horz 1=-8(LC 4) Max Uplift 1=-6(LC 6), 3=-6(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=144/8-3-4, 3=144/8-3-4, 4=279/8-3-4 Max Horz 1=-17(LC 4) Max Uplift 1=-20(LC 6), 3=-23(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.45 0.34 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=198/12-3-4, 3=198/12-3-4, 4=492/12-3-4 Max Horz 1=-27(LC 4) Max Uplift 1=-21(LC 6), 3=-25(LC 7), 4=-3(LC 6) Max Grav 1=202(LC 10), 3=202(LC 11), 4=492(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-296/103 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TC BC WB Matrix-SH 0.16 0.17 0.08 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: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-3-4. (lb) - Max Horz 1=37(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=263(LC 1), 9=358(LC 10), 6=357(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-265/131, 4-6=-268/132 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 CSI. TC BC WB Matrix-SH 0.38 0.40 0.10 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: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-3-4. (lb) - Max Horz 1=-47(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=482(LC 10), 6=477(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-342/163, 4-6=-340/160 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.16 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 24-3-4. (lb) - Max Horz 1=56(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=450(LC 1), 11=415(LC 10), 12=324(LC 1), 9=404(LC 11), 8=328(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-259/130, 5-9=-255/128 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 9, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=146/9-1-10, 4=111/9-1-10, 5=415/9-1-10 Max Horz 1=132(LC 5) Max Uplift 4=-13(LC 5), 5=-76(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-298/180 NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=114/3-6-2, 3=114/3-6-2 Max Horz 1=33(LC 5) Max Uplift 1=-3(LC 6), 3=-3(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=194/5-6-2, 3=194/5-6-2 Max Horz 1=56(LC 5) Max Uplift 1=-5(LC 7), 3=-5(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 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. REACTIONS. (lb/size) 1=274/7-6-2, 3=274/7-6-2 Max Horz 1=80(LC 5) Max Uplift 1=-7(LC 7), 3=-7(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.28 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=189/9-6-2, 3=189/9-6-2, 4=329/9-6-2 Max Horz 1=-103(LC 4) Max Uplift 1=-14(LC 7), 3=-14(LC 7), 4=-3(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TC BC WB Matrix-SH 0.39 0.10 0.10 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-6-2. (lb) - Max Horz 1=126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=296(LC 10), 6=296(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=148, 6=148. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TC BC WB Matrix-SH 0.18 0.15 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-6-2. (lb) - Max Horz 1=149(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-152(LC 6), 6=-152(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=369(LC 1), 8=340(LC 10), 6=340(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=152, 6=152. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TC BC WB Matrix-SH 0.15 0.16 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: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-6-2. (lb) - Max Horz 1=-173(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-170(LC 6), 6=-170(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=411(LC 10), 6=411(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/207, 4-6=-257/207 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=170, 6=170. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.36 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. All bearings 17-6-2. (lb) - Max Horz 1=-196(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-196(LC 6), 6=-195(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=382(LC 1), 9=478(LC 10), 6=478(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-290/232, 4-6=-294/233 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=196, 6=195. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.17 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 4-10: 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 4-10 REACTIONS. All bearings 19-6-2. (lb) - Max Horz 1=-219(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-169(LC 6), 12=-121(LC 6), 9=-169(LC 7), 8=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12, 8 except 10=398(LC 1), 11=428(LC 10), 9=429(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/218, 5-9=-267/218 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=169, 12=121, 9=169, 8=121. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.28 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-11: 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 4-11 REACTIONS. All bearings 21-6-2. (lb) - Max Horz 1=-242(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-167(LC 6), 13=-132(LC 6), 9=-167(LC 7), 8=-132(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 11=382(LC 1), 12=506(LC 10), 13=314(LC 1), 9=504(LC 11), 8=315(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/143 WEBS 3-12=-266/217, 5-9=-266/217 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=167, 13=132, 9=167, 8=132. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=78/7-6-9, 4=187/7-6-9, 5=430/7-6-9 Max Horz 1=213(LC 5) Max Uplift 1=-54(LC 4), 4=-61(LC 5), 5=-167(LC 6) Max Grav 1=156(LC 5), 4=187(LC 1), 5=430(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-266/237 NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=167. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size) 4=181/8-1-10, 1=118/8-1-10, 5=494/8-1-10 Max Horz 1=243(LC 5) Max Uplift 4=-66(LC 5), 1=-54(LC 4), 5=-192(LC 6) Max Grav 4=181(LC 1), 1=177(LC 5), 5=494(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-299/268 NOTES- (8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 1 except (jt=lb) 5=192. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=91/2-11-5, 3=91/2-11-5 Max Horz 1=27(LC 5) Max Uplift 1=-2(LC 7), 3=-2(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.66 0.69 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.71 0.02 (loc) 7-9 7-9 5 l/defl >576 >334 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 80 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-7,1-9: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS. (lb/size) 9=933/0-3-8, 5=904/0-3-8 Max Horz 9=-195(LC 4) Max Uplift 9=-45(LC 7), 5=-78(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1110/206, 4-5=-1347/180 BOT CHORD 7-9=0/417, 5-7=-63/1103 WEBS 2-7=-73/868, 4-7=-415/219, 2-9=-726/62 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.67 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.61 0.08 (loc) 10-12 10-12 8 l/defl >863 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-10,3-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1352/0-3-8, 8=1352/0-3-8 Max Horz 2=-78(LC 7) Max Uplift 2=-92(LC 6), 8=-92(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2262/297, 3-5=-2018/318, 5-7=-2018/318, 7-8=-2262/297 BOT CHORD 2-12=-165/1906, 10-12=-13/1288, 8-10=-165/1906 WEBS 5-10=-70/796, 7-10=-394/211, 5-12=-70/796, 3-12=-394/211 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 21-3-14 8-2-10 31-6-8 10-2-10 37-3-14 5-9-6 46-11-15 9-8-1 56-11-8 9-11-9 7-1-13 7-1-13 13-1-4 5-11-7 21-3-14 8-2-10 26-5-3 5-1-5 31-6-8 5-1-5 37-3-14 5-9-6 43-9-4 6-5-6 50-2-10 6-5-6 56-11-8 6-8-14 0-8-12 11-4-11 1-6-14 2-0-0 11-4-11 6.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-2-7,0-0-2], [6:0-3-8,0-2-4], [9:0-5-8,0-2-4], [19:0-2-8,0-2-12], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.83 0.94 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.63 -1.17 0.13 (loc) 19-20 19-20 14 l/defl >831 >449 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 1-23,16-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,3-22,5-22,11-15,13-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-12 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-22 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 8-18, 5-22, 7-20, 9-17, 10-17, 11-14 REACTIONS. (lb/size) 1=356/0-3-8, 22=2708/0-3-8, 14=1898/0-3-8 Max Horz 1=129(LC 5) Max Uplift 1=-36(LC 7), 22=-61(LC 6), 14=-91(LC 7) Max Grav 1=376(LC 10), 22=2708(LC 1), 14=1898(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-567/181, 3-5=0/506, 5-6=-1639/286, 6-7=-1362/301, 7-8=-2236/390, 8-9=-2240/391, 9-10=-2211/389, 10-11=-2770/387, 13-14=-252/100 BOT CHORD 1-23=-186/485, 22-23=-166/423, 20-22=-375/89, 19-20=-5/1875, 15-17=-137/2277, 14-15=-219/2369 WEBS 8-19=-355/114, 3-23=0/332, 3-22=-791/179, 5-22=-2359/267, 5-20=-30/2015, 6-20=-2/419, 7-20=-1118/143, 7-19=-40/754, 17-19=-20/1997, 9-19=-96/719, 10-17=-605/186, 10-15=0/346, 11-14=-2727/278 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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, 22, 14. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 13-1-4 5-11-7 21-3-14 8-2-10 31-6-8 10-2-10 37-3-14 5-9-6 45-7-12 8-3-13 53-11-9 8-3-13 58-9-12 4-10-3 64-11-8 6-1-12 7-1-13 7-1-13 13-1-4 5-11-7 21-3-14 8-2-10 26-5-3 5-1-5 31-6-8 5-1-5 37-3-14 5-9-6 45-7-12 8-3-13 53-11-9 8-3-13 58-6-15 4-7-5 64-11-8 6-4-9 65-10-12 0-11-4 0-8-12 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-9], [9:0-5-12,0-3-0], [14:0-3-4,Edge], [17:0-3-8,0-2-8], [23:0-5-8,0-2-0], [26:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.62 0.91 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.62 -1.16 0.11 (loc) 23-24 23-24 16 l/defl >881 >472 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 332 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 12-15: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-27: 2x4 SP 2400F 2.0E, 23-25,14-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-27,3-26,5-26,10-19,12-17,13-16: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except 2-0-0 oc purlins (4-10-9 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 5-26, 7-24, 9-21, 10-21 REACTIONS. All bearings 0-3-8. (lb) - Max Horz 1=-121(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 26, 14 except 16=-136(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14 except 1=345(LC 10), 26=2814(LC 1), 16=2551(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-322/451, 3-5=0/739, 5-6=-1557/270, 6-7=-1287/287, 7-8=-2198/382, 8-9=-2201/384, 9-10=-2223/385, 10-12=-2847/381, 12-13=-2199/274, 13-14=-116/1271 BOT CHORD 1-27=-167/276, 24-26=-588/150, 23-24=0/1821, 19-21=-158/2502, 17-19=-182/2152, 16-17=-1188/149, 14-16=-1188/149 WEBS 8-23=-342/113, 3-27=0/260, 3-26=-769/155, 5-26=-2482/293, 5-24=-57/2165, 6-24=-9/395, 7-24=-1144/152, 7-23=-45/774, 21-23=-2/1974, 9-23=-72/697, 10-21=-815/203, 10-19=0/306, 12-19=0/369, 12-17=-1121/205, 13-17=-341/3491, 13-16=-2372/323 NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) 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. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 7-5-9 7-5-9 13-5-0 5-11-7 21-7-10 8-2-10 31-10-4 10-2-10 37-7-10 5-9-6 45-11-8 8-3-13 54-3-5 8-3-13 59-1-8 4-10-3 65-3-4 6-1-12 7-5-9 7-5-9 13-5-0 5-11-7 21-7-10 8-2-10 31-10-4 10-2-10 37-7-10 5-9-6 45-11-8 8-3-13 54-3-5 8-3-13 59-1-8 4-10-3 65-3-4 6-1-12 66-2-8 0-11-4 0-6-14 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-5], [5:0-5-12,0-3-0], [7:0-5-8,0-2-12], [12:0-3-4,Edge], [15:0-3-8,0-2-8], [21:0-3-12,0-3-0], [22:0-3-8,0-2-0], [24:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.64 0.70 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -1.03 0.09 (loc) 21-22 21-22 14 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 Weight: 334 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 10-13: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 1-25: 2x4 SPF No.2, 21-23,16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-25,2-24,4-24,8-17,10-15,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except 2-0-0 oc purlins (4-2-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 4-24, 5-22, 5-21, 7-19, 8-19 REACTIONS. (lb/size) 1=221/0-7-4, 24=2920/0-3-8, 14=2534/0-3-8, 12=-46/0-3-8 Max Horz 1=-112(LC 4) Max Uplift 1=-45(LC 7), 24=-93(LC 6), 14=-138(LC 7), 12=-101(LC 10) Max Grav 1=254(LC 10), 24=2920(LC 1), 14=2534(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-99/357, 2-4=-37/916, 4-5=-1518/255, 5-6=-2187/384, 6-7=-2194/387, 7-8=-2201/380, 8-10=-2873/380, 10-11=-2400/290, 11-12=-120/1208 BOT CHORD 1-25=-301/139, 24-25=-273/115, 22-24=-748/187, 21-22=0/1244, 17-19=-157/2517, 15-17=-201/2350, 14-15=-1120/146, 12-14=-1120/146 WEBS 6-21=-572/189, 2-24=-715/158, 4-24=-2602/310, 4-22=-90/2320, 5-22=-737/177, 5-21=-147/1274, 19-21=0/1954, 7-21=-97/719, 8-19=-858/208, 8-17=0/348, 10-15=-1060/199, 11-15=-354/3596, 11-14=-2355/329 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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, 24 except (jt=lb) 14=138, 12=101. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued 10) Graphical on page purlin 2 representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.31 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.05 (loc) 6-7 6-7 5 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-6,1-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7 REACTIONS. (lb/size) 7=622/0-3-8, 5=739/0-3-8 Max Horz 7=-338(LC 4) Max Uplift 7=-139(LC 4), 5=-32(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/69, 2-3=-798/127, 1-7=-555/85, 3-5=-706/134 BOT CHORD 6-7=-195/343 WEBS 1-6=0/541, 2-6=-38/294, 3-6=-136/409 NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=139. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.31 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.04 (loc) 6-7 6-7 6 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-7,2-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (lb/size) 9=114/0-3-8, 8=1077/0-3-8, 6=674/0-3-8 Max Horz 9=-317(LC 4) Max Uplift 9=-129(LC 7), 8=-30(LC 5), 6=-107(LC 7) Max Grav 9=157(LC 10), 8=1077(LC 1), 6=674(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/89, 3-4=-678/82, 4-6=-641/180 BOT CHORD 8-9=-218/299 WEBS 2-7=0/544, 4-7=-103/312, 2-8=-834/113 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 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) 8 except (jt=lb) 9=129, 6=107. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.31 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.04 (loc) 6-7 6-7 6 l/defl >999 >509 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-7,2-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (lb/size) 8=1388/0-3-8, 6=580/0-3-8 Max Horz 8=-302(LC 4) Max Uplift 8=-180(LC 6), 6=-57(LC 7) Max Grav 8=1388(LC 1), 6=657(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-118/450, 2-3=-335/82, 3-4=-647/145, 4-6=-623/110 BOT CHORD 7-8=-277/406 WEBS 2-7=0/551, 3-7=-219/302, 2-8=-1016/112, 1-8=-281/294, 4-7=-149/441 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 8 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 6 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) 6 except (jt=lb) 8=180. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.86 0.31 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.04 (loc) 7-8 7-8 7 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 9=1552/0-3-8, 7=522/0-3-8 Max Horz 9=-282(LC 4) Max Uplift 9=-256(LC 6), 7=-56(LC 7) Max Grav 9=1552(LC 1), 7=637(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-154/562, 3-4=-310/82, 4-5=-612/145, 5-7=-604/108 BOT CHORD 8-9=-379/445 WEBS 3-8=0/566, 4-8=-296/331, 5-8=-149/469, 3-9=-1093/131, 2-9=-384/411 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 9 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 9=256. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 13-0-6 6-4-7 18-1-11 5-1-5 23-3-0 5-1-5 29-0-6 5-9-6 36-8-7 7-8-1 44-8-0 7-11-9 2-10-8 9-4-11 11-4-11 3-6-14 2-0-0 11-4-11 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-2-0], [6:0-5-8,0-2-4], [9:Edge,0-1-12], [11:0-3-8,0-1-8], [15:0-5-8,0-2-4], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.78 0.91 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.61 -1.20 0.13 (loc) 15-16 15-16 10 l/defl >870 >444 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17,10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-18,7-11,1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-3 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 4-16, 6-13, 7-13, 9-10 REACTIONS. (lb/size) 19=2025/0-5-8, 10=1999/0-3-8 Max Horz 19=-175(LC 4) Max Uplift 19=-40(LC 6), 10=-57(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2308/284, 2-3=-2491/342, 3-4=-2153/340, 4-5=-2510/390, 5-6=-2513/391, 6-7=-2211/363, 7-9=-2210/289, 1-19=-1955/239, 9-10=-1939/246 BOT CHORD 16-18=-64/1997, 15-16=-54/2416, 11-13=-99/1897 WEBS 5-15=-346/113, 2-18=-643/129, 2-16=-46/344, 3-16=-38/760, 4-16=-646/132, 4-15=-12/276, 13-15=-21/1965, 6-15=-97/1232, 6-13=-471/124, 7-11=-498/160, 1-18=-161/2099, 9-11=-140/2014 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 9-11-9 6-7-15 6-7-15 13-0-6 6-4-7 18-1-11 5-1-5 23-3-0 5-1-5 29-0-6 5-9-6 35-5-12 6-5-6 41-11-2 6-5-6 48-8-0 6-8-14 2-10-8 9-4-11 11-4-11 1-6-14 2-0-0 11-4-11 6.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-3-0,0-2-0], [6:0-5-8,0-2-4], [16:0-5-12,0-2-4], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.94 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.67 -1.32 0.20 (loc) 16-17 16-17 11 l/defl >870 >441 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,8-12,1-20,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-12 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17. WEBS 1 Row at midpt 5-15, 4-17, 6-14, 7-14, 8-11 REACTIONS. (lb/size) 20=2217/0-5-8, 11=2173/0-3-8 Max Horz 20=-180(LC 4) Max Uplift 20=-37(LC 6), 11=-78(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2546/308, 2-3=-2797/372, 3-4=-2428/367, 4-5=-2999/438, 5-6=-3002/439, 6-7=-2754/423, 7-8=-3250/418, 8-10=-252/103, 1-20=-2147/258, 10-11=-260/101 BOT CHORD 17-19=-65/2209, 16-17=-65/2796, 12-14=-166/2733, 11-12=-244/2757 WEBS 5-16=-346/113, 2-19=-729/138, 2-17=-44/424, 3-17=-51/895, 4-17=-857/131, 4-16=-19/491, 14-16=-52/2507, 6-16=-87/1193, 7-14=-565/183, 7-12=0/302, 1-19=-183/2327, 8-11=-3188/307 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TC BC WB Matrix-P 0.06 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=163/0-3-8, 4=163/0-3-8 Max Horz 2=-39(LC 4) Max Uplift 2=-37(LC 6), 4=-37(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 5-11-7 21-7-10 8-2-10 31-10-4 10-2-10 37-7-10 5-9-6 45-11-8 8-3-13 54-3-5 8-3-13 59-1-8 4-10-3 65-3-4 6-1-12 -0-11-4 0-11-4 7-5-9 7-5-9 13-5-0 5-11-7 21-7-10 8-2-10 31-10-4 10-2-10 37-7-10 5-9-6 45-11-8 8-3-13 54-3-5 8-3-13 59-1-8 4-10-3 65-3-4 6-1-12 66-2-8 0-11-4 0-6-14 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-2-2,0-1-5], [6:0-5-12,0-3-0], [8:0-5-8,0-2-12], [13:0-3-4,Edge], [16:0-3-8,0-2-8], [22:0-3-12,Edge], [23:0-3-8,0-2-0], [25:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.73 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.85 0.09 (loc) 22-23 22-23 15 l/defl >999 >646 n/a L/d 240 180 n/a PLATES MT20 Weight: 322 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-14: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-26,17-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-26,3-25,5-25,20-22,9-18,11-16,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except 2-0-0 oc purlins (4-6-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 5-25, 6-23, 6-22, 8-20, 9-20 REACTIONS. (lb/size) 2=305/0-7-4, 25=2685/0-3-8, 15=2367/0-3-8, 13=-35/0-3-8 Max Horz 2=112(LC 6) Max Uplift 2=-52(LC 7), 25=-89(LC 6), 15=-138(LC 7), 13=-83(LC 10) Max Grav 2=341(LC 10), 25=2685(LC 1), 15=2367(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-118/345, 3-5=-30/883, 5-6=-1273/258, 6-7=-1923/386, 7-8=-1930/389, 8-9=-1960/381, 9-11=-2535/381, 11-12=-2158/288, 12-13=-124/1179 BOT CHORD 2-26=-292/136, 25-26=-264/113, 23-25=-718/181, 22-23=0/1024, 18-20=-158/2214, 16-18=-199/2108, 15-16=-1091/149, 13-15=-1091/149 WEBS 7-22=-574/189, 3-25=-692/149, 5-25=-2333/308, 5-23=-85/2031, 6-23=-808/175, 6-22=-146/1217, 20-22=0/1722, 8-22=-98/632, 9-20=-747/208, 9-18=0/340, 11-16=-946/201, 12-16=-355/3318, 12-15=-2206/330 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 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) 2, 25, 13 except (jt=lb) 15=138. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-0-0. (lb) - Max Horz 1=-87(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Matrix-P 0.22 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-0-0. (lb) - Max Horz 1=87(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-242(LC 1), 5=-242(LC 1), 2=-275(LC 6), 4=-254(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=452(LC 1), 4=452(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 1, 242 lb uplift at joint 5, 275 lb uplift at joint 2 and 254 lb uplift at joint 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=276(LC 1), 10=319(LC 10), 8=319(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 -0.00 (loc) 3-4 3-4 3 l/defl >999 >626 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=227/0-3-8, 3=227/0-1-8 Max Horz 4=137(LC 5) Max Uplift 3=-43(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 17-9-13 30-0-0 30-0-0 -0-11-4 0-11-4 15-0-0 15-0-0 30-0-0 15-0-0 30-11-4 0-11-4 0-6-14 8-0-14 0-6-14 6.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-8,Edge], [9:0-3-0,0-3-0], [17:0-3-0,0-3-0], [24:0-0-4,0-0-9], [24:0-0-9,0-5-12], [24:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.06 0.02 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 25 25 24 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 30-0-0. (lb) - Max Horz 2=-78(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 2, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 24. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.86 0.31 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.04 (loc) 7-8 7-8 7 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8,3-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 17-19,20-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 9=1552/0-3-8, 7=522/0-3-8 Max Horz 9=-282(LC 4) Max Uplift 9=-256(LC 6), 7=-56(LC 7) Max Grav 9=1552(LC 1), 7=637(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-154/562, 3-4=-310/82, 4-5=-612/145, 5-7=-604/108 BOT CHORD 8-9=-379/445 WEBS 3-8=0/566, 4-8=-296/331, 5-8=-149/469, 3-9=-1093/131, 2-9=-384/411 NOTES- (14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint 9 = 16% 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 9=256. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 16-0-0 8-0-0 -1-7-4 1-7-4 8-0-0 8-0-0 16-0-0 8-0-0 17-7-4 1-7-4 3-0-0 11-0-0 3-0-0 4-5-15 12.00 12 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.74 0.33 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.01 (loc) 15 14-15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 28=-286(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-539(LC 4), 16=-365(LC 5), 27=-414(LC 5), 17=-406(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=464(LC 5), 16=290(LC 4), 22=543(LC 7), 27=453(LC 4), 17=445(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-203/280, 2-3=-190/290, 4-5=-22/280, 5-6=-21/334, 6-7=-21/404, 7-8=-25/419, 8-9=-25/419, 9-10=-21/404, 10-11=-21/334, 11-12=-22/280, 13-14=-184/284, 14-16=-203/275 BOT CHORD 27-28=-253/266 WEBS 8-22=-521/0 NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=539, 16=365, 27=414, 17=406. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 23-3-0 10-2-10 29-0-6 5-9-6 44-8-0 15-7-10 2-10-8 11-4-11 2-0-0 3-6-14 2-0-0 11-4-11 6.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-2-0], [23:0-3-0,0-2-0], [31:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.61 0.25 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.18 (loc) - - 35 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 383 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 19-53: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-64,8-65,7-66,6-68,5-69,4-70,3-71,2-72,28-43,29-42,30-41,31-40 ,32-39,33-38,34-37: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-23. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 72-73,71-72,70-71,69-70,68-69,66-68,65-66,64-65 ,63-64,62-63. WEBS 1 Row at midpt 19-53, 18-55, 17-56, 16-57, 15-58, 14-59, 13-60, 12-61, 11-62, 10-63, 20-52, 21-51, 22-50, 23-49, 24-48, 25-46, 26-45, 27-44 REACTIONS. All bearings 44-8-0. (lb) - Max Horz 73=-175(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 36, 35, 55, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 68, 69, 70, 71, 52, 51, 50, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 54 except 73=-396(LC 4), 72=-284(LC 5) Max Grav All reactions 250 lb or less at joint(s) 53, 36, 35, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 52, 51, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 54 except 73=288(LC 5), 72=403(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-18/274, 9-10=-17/301, 10-11=-20/321, 11-12=-1/299, 12-13=-0/299, 13-14=-0/299, 14-15=-0/299, 15-16=-0/299, 16-17=-0/299, 17-18=-0/299, 18-19=-0/299, 19-20=-0/308, 20-21=-0/308, 21-22=-0/308, 22-23=-0/308, 23-24=-19/330, 24-25=-18/311, 25-26=-18/284, 26-27=-19/259 NOTES- (16-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Bearing at joint(s) 35, 54 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=64/2-4-10, 3=64/2-4-10 Max Horz 1=26(LC 5) Max Uplift 1=-2(LC 6), 3=-9(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=127/3-0-0, 4=127/3-0-0, 6=79/3-0-0 Max Horz 2=-39(LC 4) Max Uplift 2=-43(LC 6), 4=-48(LC 7) Max Grav 2=127(LC 1), 4=127(LC 1), 6=89(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-11-8. (lb) - Max Horz 12=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 9, 10 except 11=-314(LC 5) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10, 11 except 12=351(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 8, 9, 10 except (jt=lb) 11=314. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018 98 96 97 95 94 93 92 91 88 90 89 87 85 86 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 56 57 6x8 6x8 5x6 5x6 5x8 3x4 3x4 4x6 6x8 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 6x8 3x4 3x4 3x4 3x4 34-2-3 27-6-9 12-3-9 13-2-12 13-2-12 31-10-4 18-7-8 65-3-4 33-5-0 -0-11-4 0-11-4 13-2-12 13-2-12 21-7-10 8-4-14 31-10-4 10-2-10 37-7-10 5-9-6 54-3-5 16-7-11 65-3-4 10-11-15 66-2-8 0-11-4 0-6-14 3-0-13 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-11], [10:0-1-15,0-0-0], [11:0-3-8,0-4-0], [11:0-0-0,0-2-12], [20:0-4-0,0-3-8], [33:0-4-0,0-3-8], [41:0-0-0,0-2-12], [41:0-3-8,0-4-0], [42:0-1-15 ,0-0-0], [63:0-2-15,0-1-8], [89:0-3-4,0-0-8], [89:0-0-0,0-1-12], [90:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.02 (loc) 55 55 54 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 508 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 47-55: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-99: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 33-76,32-77,31-78,30-79,29-80,27-83,26-84,25-85,24-86,23-87,22-88 ,21-90,20-91,34-75,35-74,36-73: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 20-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 28-81, 33-76, 32-77, 31-78, 30-79, 29-80, 27-83, 26-84, 25-85, 24-86, 23-87, 22-88, 21-90, 20-91, 19-92, 34-75, 35-74, 36-73, 37-72 REACTIONS. All bearings 65-3-4. (lb) - Max Horz 2=113(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 99, 81, 54, 78, 79, 80, 83, 84, 85, 86, 87, 88, 93, 94, 95, 96, 97, 100, 101, 102, 103, 104, 105, 106, 107, 108, 74, 73, 72, 70, 69, 68, 67, 66, 65, 64, 62, 61, 60, 59, 58, 57, 56 Max Grav All reactions 250 lb or less at joint(s) 2, 99, 81, 54, 76, 77, 78, 79, 80, 83, 84, 85, 86, 87, 88, 90, 91, 92, 93, 94, 95, 96, 97, 100, 101, 102, 103, 104, 105, 106, 107, 108, 75, 74, 73, 72, 70, 69, 68, 67, 66, 65, 64, 62, 61, 60, 59, 58, 57 except 56=290(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-19/254, 10-12=-20/270, 12-13=-8/281, 13-14=-7/288, 14-15=-19/301, 15-16=-18/317, 16-17=-18/342, 17-18=-18/369, 18-19=-19/396, 19-20=-18/406, 20-21=-1/383, 21-22=-0/383, 22-23=-0/383, 23-24=-0/383, 24-25=-0/383, 25-26=-0/383, 26-27=-0/383, 27-28=-0/383, 28-29=-0/384, 29-30=-0/384, 30-31=-0/384, 31-32=-0/384, 32-33=-1/384, 33-34=-19/406, 34-35=-19/397, 35-36=-19/370, 36-37=-16/342, 37-38=-19/318, 38-39=-18/292, 39-40=-18/267 NOTES- (15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. Continued 6) All plates on are page 3x6 2 MT20 unless otherwise indicated. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 3,2018