Loading...
HomeMy WebLinkAbout1032 Oswego Lot 35A Stamped TrussesRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I29304182 thru I29304242 My license renewal date for the state of Indiana is July 31, 2018. Sexton_Layout_2-17-17 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: Sexton Residence 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 17,2017 Job SEXTON_LAYOUT_2-17-17 Truss G1 Truss Type Common Supported Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304182 84 Lumber0783, Franklin, Indiana 8.100 s Feb 22 2017 MiTek Industries, Inc. Fri Mar 17 08:01:15 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-IYKb?lMTNh7keQ2kvZ9Ti8VBAlNqAIRTF8iE3kza5DY Scale = 1:40.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 3x6 4x4 3x6 3x6 1-4-0 1-4-0 1-4-3 0-0-3 20-11-10 19-7-8 22-4-0 1-4-6 11-2-0 11-2-0 22-4-0 11-2-0 0-4-3 5-11-3 0-4-3 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job SEXTON_LAYOUT_2-17-17 Truss G4 Truss Type Common Supported Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304183 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:19 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-KgCSPzzUSs9j?vtbP6e8I_HTnF9eqN0G5czXl5za6ok Scale = 1:58.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 35 36 4x4 5x12 5x12 8x12 8x12 5x12 31-8-0 31-8-0 -1-4-0 1-4-0 15-10-0 15-10-0 31-8-0 15-10-0 33-0-0 1-4-0 1-0-3 8-11-3 1-0-3 6.00 12 Plate Offsets (X,Y)-- [27:0-6-0,0-3-0] LOADING (psf) TCLL (Roof Snow=30.0) Job SEXTON_LAYOUT_2-17-17 Truss G6 Truss Type Common Supported Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304184 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:20 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-otmrdI_6DAHZd3Sozq9NqBqd0eVGZs7PKGj5IYza6oj Scale = 1:35.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x4 3x6 11-4-0 11-4-0 -1-4-0 1-4-0 5-8-0 5-8-0 11-4-0 5-8-0 12-8-0 1-4-0 1-6-2 6-2-13 1-6-2 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job SEXTON_LAYOUT_2-17-17 Truss G7 Truss Type Common Supported Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304185 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:21 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-G3JDqe_k_TPQFD1_XXgcNPMom2qGIINZZwSeq_za6oi Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x4 2x4 2x4 13-4-0 13-4-0 -1-4-0 1-4-0 6-8-0 6-8-0 13-4-0 6-8-0 14-8-0 1-4-0 1-6-2 7-0-13 1-6-2 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job SEXTON_LAYOUT_2-17-17 Truss GR5 Truss Type Common Girder Qty 1 Ply 3 Sexton Residence Job Reference (optional) I29304186 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:23 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-DSRzFK0_W5f8UXBNeyi4SqR2isQNm4Lr0Exlutza6og Scale = 1:50.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x6 4x6 4x6 5x12 MT18HS 8x12 5x12 MT18HS 3x6 8x12 3x6 8x12 0-0-3 0-0-3 4-1-12 4-1-8 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 1-6-2 8-2-2 1-6-2 10.00 12 Plate Offsets (X,Y)-- [6:0-5-8,Edge], [7:0-3-8,0-4-12], [8:0-6-0,0-4-8], [9:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL Job SEXTON_LAYOUT_2-17-17 Truss GR5 Truss Type Common Girder Qty 1 Ply 3 Sexton Residence Job Reference (optional) I29304186 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:23 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-DSRzFK0_W5f8UXBNeyi4SqR2isQNm4Lr0Exlutza6og LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 6-10=-20 Concentrated Loads (lb) Vert: 10=-1798(B) 9=-1792(B) 11=-1792(B) 12=-1792(B) 13=-1792(B) 14=-1792(B) 15=-1792(B) 16=-1792(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss PB1 Truss Type Piggyback Qty 19 Ply 1 Sexton Residence Job Reference (optional) I29304187 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:23 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-DSRzFK0_W5f8UXBNeyi4SqR6WsSxmCkr0Exlutza6og Scale: 3/8"=1’ 1 2 3 4 5 6 5x12 3x6 3x6 1.5x4 12-4-0 12-4-0 6-2-0 6-2-0 12-4-0 6-2-0 0-4-13 5-1-11 0-1-10 0-4-13 0-1-10 10.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-6-0,0-0-6] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss PB1GE Truss Type Piggyback Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304188 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:24 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-he?LTg1cHOn?6hmZCfDJ_1_HFGoAVf_?FuhIRJza6of Scale: 3/8"=1’ 1 2 3 4 5 6 5x12 3x6 3x6 1.5x4 12-4-0 12-4-0 6-2-0 6-2-0 12-4-0 6-2-0 0-4-13 5-1-11 0-1-10 0-4-13 0-1-10 10.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-6-0,0-0-6] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss PB2 Truss Type Piggyback Qty 8 Ply 1 Sexton Residence Job Reference (optional) I29304189 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:24 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-he?LTg1cHOn?6hmZCfDJ_1_CGGp6Vgy?FuhIRJza6of Scale = 1:22.4 2 3 4 6 1 7 8 5 4x6 3x6 1.5x4 3x6 12-4-0 12-4-0 6-2-0 6-2-0 12-4-0 6-2-0 0-4-3 3-1-0 0-1-10 0-1-10 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC Job SEXTON_LAYOUT_2-17-17 Truss PB3 Truss Type GABLE Qty 7 Ply 1 Sexton Residence Job Reference (optional) I29304190 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:25 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-9qZkg02F2ivsjqLlmNkYXFXTxfAoE7i8TYQszlza6oe Scale = 1:36.5 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 20-0-10 20-0-10 10-0-5 10-0-5 20-0-10 10-0-5 0-4-3 4-10-11 5-0-3 0-1-8 0-4-3 0-1-8 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job SEXTON_LAYOUT_2-17-17 Truss PB3GE Truss Type GABLE Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304191 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:26 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-d176tM2tp01jL_vxJ4Gn4S3im3YnzaeIiBAPVBza6od Scale = 1:34.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 4x4 3x6 3x6 3x6 20-0-10 20-0-10 10-0-5 10-0-5 20-0-10 10-0-5 0-4-3 4-10-11 5-0-3 0-1-8 0-4-3 0-1-8 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job SEXTON_LAYOUT_2-17-17 Truss PB4 Truss Type Piggyback Qty 7 Ply 1 Sexton Residence Job Reference (optional) I29304192 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:27 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-5DhU5i3VaJ9az8U8ton0cgco1TsHi1KRxrvz1eza6oc Scale = 1:30.3 1 2 3 4 6 5 8 7 4x6 2x4 1.5x4 1.5x4 1.5x4 10-3-13 10-3-13 10-0-5 10-0-5 10-3-13 0-3-8 0-4-3 5-0-3 0-1-8 4-8-15 0-1-8 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. Job SEXTON_LAYOUT_2-17-17 Truss PB5 Truss Type Piggyback Qty 7 Ply 1 Sexton Residence Job Reference (optional) I29304193 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:27 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-5DhU5i3VaJ9az8U8ton0cgcpvTsoi1XRxrvz1eza6oc Scale = 1:26.5 1 2 3 4 6 5 8 7 1.5x4 2x4 1.5x4 1.5x4 1.5x4 8-11-13 8-11-13 8-11-13 8-11-13 0-4-3 4-5-15 0-1-8 4-4-7 0-1-8 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss PB6GE Truss Type Piggyback Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304194 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:28 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-ZPFsI247LdHRaI3KRVIF9t9_ftC1RUnbAVfWa4za6ob Scale = 1:26.5 1 2 3 4 6 5 8 7 1.5x4 2x4 1.5x4 1.5x4 1.5x4 8-11-13 8-11-13 8-11-13 8-11-13 0-4-3 4-5-15 0-1-8 4-4-7 0-1-8 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss T1 Truss Type Common Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304195 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:29 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-2boEWN5l6xPICSeW?DpUh5h1WHQfArHkO9O36Wza6oa Scale = 1:38.8 1 2 3 4 5 6 7 8 4x4 8x12 1.5x4 1.5x4 3x6 5x12 5x16 3x6 5x12 5x16 1-4-0 1-4-0 1-6-0 0-2-0 11-2-0 9-8-0 20-10-0 9-8-0 21-0-0 0-2-0 22-4-0 1-4-0 5-10-4 5-10-4 11-2-0 5-3-12 16-5-12 5-3-12 22-4-0 5-10-4 0-4-3 5-11-3 0-4-3 6.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-0-4,Edge], [1:0-0-4,Edge], [5:0-0-4,Edge], [5:0-0-4,Edge], [5:0-0-4,Edge] LOADING (psf) TCLL (Roof Snow=30.0) TCDL Job SEXTON_LAYOUT_2-17-17 Truss T2 Truss Type Piggyback Base Qty 2 Ply 1 Sexton Residence Job Reference (optional) I29304196 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:30 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-WoMcjj5NtEX9qcDjYwKjEIEA3gm1vBotdp8dezza6oZ Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 34 5x12 WB 5x12 MT18HS 3x6 5x12 MT18HS 3x6 8x12 3x6 3x6 3x6 4x6 3x6 4x6 4x6 4x6 2x4 4x6 5x16 MT18HS 3x6 0-11-4 0-11-4 2-4-0 1-4-12 Job SEXTON_LAYOUT_2-17-17 Truss T2 Truss Type Piggyback Base Qty 2 Ply 1 Sexton Residence Job Reference (optional) I29304196 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:30 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-WoMcjj5NtEX9qcDjYwKjEIEA3gm1vBotdp8dezza6oZ NOTES- 10) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=124, 17=148. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss T2A Truss Type Piggyback Base Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304197 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:32 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-SAUN8P7eOsns3vN5gLMBJjJWFUSFN7cA47dkjrza6oX Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 5x12 WB 5x12 MT18HS 3x6 5x12 MT18HS 3x6 8x12 3x6 3x6 3x6 4x6 3x6 4x6 4x6 4x6 2x4 4x6 5x16 MT18HS 3x6 0-11-4 0-11-4 2-4-0 1-4-12 Job SEXTON_LAYOUT_2-17-17 Truss T2A Truss Type Piggyback Base Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304197 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:32 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-SAUN8P7eOsns3vN5gLMBJjJWFUSFN7cA47dkjrza6oX NOTES- 10) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 26=114, 15=168. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss T2B Truss Type Piggyback Base Qty 5 Ply 1 Sexton Residence Job Reference (optional) I29304198 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:34 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-OZc7Z58uwT2aJDXUnmPfO8PtsI8pr0UTYR6qnkza6oV Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 5x12 WB 5x12 MT18HS 5x12 5x12 MT18HS 8x12 4x6 4x6 5x12 5x12 4x6 4x6 4x6 4x6 5x12 4x6 5x16 MT18HS 0-11-4 0-11-4 2-4-0 1-4-12 9-5-8 7-1-8 Job SEXTON_LAYOUT_2-17-17 Truss T2B Truss Type Piggyback Base Qty 5 Ply 1 Sexton Residence Job Reference (optional) I29304198 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:34 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-OZc7Z58uwT2aJDXUnmPfO8PtsI8pr0UTYR6qnkza6oV NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=125, 16=113. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss T3 Truss Type Piggyback Base Qty 8 Ply 1 Sexton Residence Job Reference (optional) I29304199 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:36 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-Kyju_nA8S4IIYXgsvBR7UZUDI5liJuFm?lbxscza6oT Scale = 1:110.4 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 29 30 31 32 33 34 35 36 37 38 39 40 5x12 WB 3x6 4x6 3x6 3x6 4x6 6x8 3x6 3x6 5x16 5x16 4x6 3x6 3x6 3x6 4x6 7-8-14 7-8-14 13-8-0 5-11-2 22-7-11 8-11-11 Job SEXTON_LAYOUT_2-17-17 Truss T3 Truss Type Piggyback Base Qty 8 Ply 1 Sexton Residence Job Reference (optional) I29304199 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:36 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-Kyju_nA8S4IIYXgsvBR7UZUDI5liJuFm?lbxscza6oT NOTES- 10) WARNING: Required bearing size at joint(s) 27, 17 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27 except (jt=lb) 2=115, 17=169. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss T3A Truss Type Piggyback Base Qty 9 Ply 1 Sexton Residence Job Reference (optional) I29304200 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:37 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-p8HGB6BmDOQ9AgF3TuyM0n1PwV4Y2N8vEPKUO3za6oS Scale = 1:76.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 4x6 6x8 4x4 3x6 3x6 4x6 3x6 4x6 3x6 3x6 6x8 4x4 5x12 7-7-6 7-7-6 14-11-5 7-3-14 22-3-3 7-3-14 31-3-0 8-11-13 7-7-6 7-7-6 14-11-5 7-3-14 22-3-3 7-3-14 26-7-6 4-4-2 31-3-0 4-7-10 1-2-7 12-4-0 6.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-6-0,0-2-8], [6:0-2-0,0-1-8], [7:Edge,0-3-8], [12:0-2-4,0-2-0] Job SEXTON_LAYOUT_2-17-17 Truss T3B Truss Type Piggyback Base Qty 4 Ply 1 Sexton Residence Job Reference (optional) I29304201 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:38 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-HKrePSCO_iY0nqqF0bTbZ_ZZ0vQYnq93T342wVza6oR Scale = 1:72.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 5x12 WB 7x12 MT18HS 4x4 7x12 MT18HS 4x6 4x6 3x6 4x6 3x6 3x6 6x8 4x4 3x6 7-8-14 7-8-14 15-2-5 7-5-6 22-7-11 7-5-6 31-7-8 8-11-13 -1-4-0 1-4-0 7-8-14 7-8-14 15-2-5 7-5-6 22-7-11 7-5-6 26-11-14 4-4-2 31-7-8 4-7-11 Job SEXTON_LAYOUT_2-17-17 Truss T4 Truss Type Common Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304202 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:39 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-lXP0coC1l?gtP_PRaJ?q5C6lqIqdWOvChjpbTxza6oQ Scale = 1:58.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 4x6 3x6 8x12 3x6 5x12 3x6 4x6 3x6 4x6 3x6 8x12 8-0-12 8-0-12 15-10-0 7-9-4 23-7-4 7-9-4 31-8-0 8-0-12 -1-4-0 1-4-0 8-0-12 8-0-12 15-10-0 7-9-4 23-7-4 7-9-4 31-8-0 8-0-12 33-0-0 Job SEXTON_LAYOUT_2-17-17 Truss T5 Truss Type Common Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304203 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:39 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-lXP0coC1l?gtP_PRaJ?q5C6kMIthWTPChjpbTxza6oQ Scale = 1:50.5 1 2 3 4 5 8 7 6 4x6 3x6 5x12 3x6 5x12 5x12 8-0-0 8-0-0 16-0-0 8-0-0 -1-4-0 1-4-0 8-0-0 8-0-0 16-0-0 8-0-0 17-4-0 1-4-0 1-6-2 8-2-2 1-6-2 10.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-4], [4:0-5-4,0-2-4] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job SEXTON_LAYOUT_2-17-17 Truss T6 Truss Type Common Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304204 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:40 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-DjzOp8DfWJok18_e80W3ePf0ziHPFv1MwNZ9?Nza6oP Scale = 1:39.5 1 2 3 6 5 4 4x4 4x4 4x4 2x4 5x12 2x4 5-8-0 5-8-0 11-4-0 5-8-0 5-8-0 5-8-0 11-4-0 5-8-0 1-6-2 6-2-13 1-6-2 10.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-12], [3:0-1-0,0-1-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. Job SEXTON_LAYOUT_2-17-17 Truss T8 Truss Type Piggyback Base Qty 3 Ply 1 Sexton Residence Job Reference (optional) I29304205 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:41 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-hvXn1UEHHdwbeIZqik1IBdB7J6Zx_FiV91IiXqza6oO Scale = 1:53.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 6x8 3x6 3x6 4x4 5x12 6x8 1.5x4 4x4 10x12 3x6 10x12 8-0-0 8-0-0 14-2-0 6-2-0 20-4-0 6-2-0 28-4-0 8-0-0 -1-4-0 1-4-0 8-0-0 8-0-0 14-2-0 6-2-0 20-4-0 6-2-0 28-4-0 8-0-0 29-8-0 1-4-0 1-6-2 8-2-2 1-6-2 8-2-2 10.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [3:0-6-4,0-2-0], [5:0-6-4,0-2-0], [6:0-1-10,Edge], [8:Edge,0-1-8] LOADING (psf) Job SEXTON_LAYOUT_2-17-17 Truss T8A Truss Type Piggyback Base Qty 16 Ply 1 Sexton Residence Job Reference (optional) I29304206 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:41 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-hvXn1UEHHdwbeIZqik1IBdB4z6Zv_FzV91IiXqza6oO Scale = 1:50.7 1 2 3 4 5 11 10 9 8 7 6 12 13 6x8 5x12 6x8 3x6 3x6 4x4 5x12 5x12 1.5x4 4x4 3x6 8-0-0 8-0-0 14-2-0 6-2-0 20-4-0 6-2-0 28-4-0 8-0-0 8-0-0 8-0-0 14-2-0 6-2-0 20-4-0 6-2-0 28-4-0 8-0-0 1-6-2 8-2-2 1-6-2 8-2-2 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [2:0-9-4,0-2-4], [4:0-9-4,0-2-4], [5:0-3-8,Edge], [6:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 Job SEXTON_LAYOUT_2-17-17 Truss T8B Truss Type Monopitch Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304207 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:42 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-9659EqFv2w2SGS80FRYXjqkI3Wwujn6eOh2F3Gza6oN Scale = 1:71.5 1 2 3 4 7 6 5 8 3x6 3x6 2x4 3x6 3x6 4x4 4x6 6-7-4 6-7-4 13-2-8 6-7-4 6-7-4 6-7-4 13-2-8 6-7-4 1-6-2 12-6-4 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 Job SEXTON_LAYOUT_2-17-17 Truss TG2 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304208 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:46 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-2tKg4BIQ59Ytl3RnUHdTuguy27DafTIEIJ0TC1za6oJ Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 36 35 34 33 32 31 30 28 27 26 25 24 23 22 21 20 19 18 17 73 29 74 75 76 3x6 6x8 7x12 MT18HS 3x6 3x6 3x6 8x12 3x6 3x6 3x6 4x6 3x6 4x6 5x12 5x12 3x6 3x6 5x12 5x12 5x12 6x8 3x6 3x6 Job SEXTON_LAYOUT_2-17-17 Truss TG2 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304208 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:46 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-2tKg4BIQ59Ytl3RnUHdTuguy27DafTIEIJ0TC1za6oJ NOTES- 7) All plates are 2x4 MT20 unless otherwise indicated. 8) The Fabrication Tolerance at joint 10 = 0% 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36 except (jt=lb) 28=132, 25=115, 20=266, 15=122. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 24-5-8 from joint 1 and has a slope of 6.000 on the left and -6.000 on the right. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss TG3 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304209 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:58 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-hB3CbIRxHr3ABvM5BoqHNCO5NzPFTtI?3Aw6eLza6o7 Scale = 1:115.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 37 36 35 3433 32 31 30 29 28 27 25 24 23 22 21 20 19 18 17 107 108 109 110 111 112 26 113 114 115 116 5x12 6x8 6x8 WB 5x12 5x12 5x12 5x12 5x12 5x12 5x12 5x12 6x8 6x8 6x8 6x8 5x12 Job SEXTON_LAYOUT_2-17-17 Truss TG3 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304209 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:13:58 2017 Page 2 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-hB3CbIRxHr3ABvM5BoqHNCO5NzPFTtI?3Aw6eLza6o7 NOTES- 6) 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. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 3x6 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 34, 36, 37, 26 except (jt=lb) 30=170, 17=172, 27=513. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SEXTON_LAYOUT_2-17-17 Truss TG3A Truss Type GABLE l l Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304210 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:00 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-dZAy0_TCoSJuQDWUJDtlSdUKTmxixmcIXUPCiDza6o5 Scale = 1:72.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 55 56 57 58 59 5x12 WB 7x12 MT18HS 4x4 7x12 MT18HS 4x6 4x6 3x6 4x6 3x6 3x6 6x8 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x12 7-8-14 7-8-14 15-2-5 7-5-6 22-7-11 7-5-6 31-7-8 8-11-13 -1-4-0 1-4-0 7-8-14 7-8-14 15-2-5 Job SEXTON_LAYOUT_2-17-17 Truss TG5 Truss Type Common Supported Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304211 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:01 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-6lkLEKTqZmRl2M5gtxO__r0egAUYgM1Rl88mEgza6o4 Scale = 1:51.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x6 4x4 2x4 3x6 16-0-0 16-0-0 -1-4-0 1-4-0 8-0-0 8-0-0 16-0-0 8-0-0 17-4-0 1-4-0 1-6-2 8-2-2 1-6-2 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job SEXTON_LAYOUT_2-17-17 Truss TG8 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304212 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:03 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-28s5e?V45NhTHgE3_MQS4G6qx_5V8BskDSdtJYza6o2 Scale = 1:62.7 1 2 3 4 5 6 7 17 16 14 13 12 11 10 9 8 42 15 43 6x8 3x6 3x6 4x4 5x12 7x12 MT18HS 4x4 5x12 2x4 5x12 8-0-0 8-0-0 13-0-0 5-0-0 14-2-0 1-2-0 20-4-0 6-2-0 28-4-0 8-0-0 -1-4-0 1-4-0 8-0-0 8-0-0 14-2-0 6-2-0 20-4-0 6-2-0 28-4-0 8-0-0 29-8-0 1-4-0 1-6-2 8-2-2 1-6-2 Job SEXTON_LAYOUT_2-17-17 Truss V1 Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304213 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:03 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-28s5e?V45NhTHgE3_MQS4G60A_9n8IrkDSdtJYza6o2 Scale = 1:37.8 1 2 3 4 5 3x6 8 7 6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-3-9 14-3-9 7-1-12 7-1-12 14-3-9 7-1-12 0-0-4 5-11-8 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V1A Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304214 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:04 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-WKQTsLWishpKvqpFY3xhcTeAuNVxtmjuR6NQr_za6o1 Scale = 1:31.5 1 2 3 4 5 3x6 8 7 6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-10-12 11-10-12 5-11-6 5-11-6 11-10-12 5-11-6 0-0-4 4-11-8 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V1B Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304215 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:04 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-WKQTsLWishpKvqpFY3xhcTe8cNU2tmwuR6NQr_za6o1 Scale = 1:26.2 1 2 3 4 2x4 4x6 2x4 1.5x4 9-5-15 9-5-15 4-9-0 4-9-0 9-5-15 4-9-0 0-0-4 3-11-8 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 Job SEXTON_LAYOUT_2-17-17 Truss V1C Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304216 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:05 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-_X_r3hXKd?xBX_OR6mSw9hBKJnrTcEn1gm6zNRza6o0 Scale = 1:20.2 1 2 3 4 2x4 4x4 1.5x4 2x4 7-1-2 7-1-2 3-6-9 3-6-9 7-1-2 3-6-9 0-0-4 2-11-8 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.08 Job SEXTON_LAYOUT_2-17-17 Truss V1D Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304217 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:05 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-_X_r3hXKd?xBX_OR6mSw9hBMPnsGcE51gm6zNRza6o0 Scale = 1:12.5 1 2 3 4 2x4 4x4 1.5x4 2x4 4-8-5 4-8-5 2-4-3 2-4-3 4-8-5 2-4-3 0-0-4 1-11-8 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.03 Job SEXTON_LAYOUT_2-17-17 Truss V1E Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304218 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:06 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-SjXDH1XyOI4288zdfU_9hujY9BCiLhjBvQsXwtza6o? Scale = 1:7.5 1 2 3 2x4 3x6 2x4 2-3-9 2-3-9 1-1-12 1-1-12 2-3-9 1-1-12 0-0-4 0-11-8 0-0-4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.02 Job SEXTON_LAYOUT_2-17-17 Truss V3 Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304219 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:07 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-wv5cUNYb9cCvmHYqDBVOE6GgebWo45LK84b4SJza6o_ Scale = 1:52.5 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x4 3x6 3x6 20-0-5 20-0-5 10-0-3 10-0-3 20-0-5 10-0-3 0-0-4 8-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V3A Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304220 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:07 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-wv5cUNYb9cCvmHYqDBVOE6GfmbWv462K84b4SJza6o_ Scale: 1/4"=1’ 1 2 3 4 5 3x6 9 8 7 6 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-7-9 17-7-9 8-9-12 8-9-12 17-7-9 8-9-12 0-0-4 7-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. Job SEXTON_LAYOUT_2-17-17 Truss V3B Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304221 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:08 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-O6f_ijZDwwKmOR70nv0dnJprg?rKpZqTMkLdzmza6nz Scale = 1:40.2 1 2 3 4 5 3x6 8 9 7 10 6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-2-12 15-2-12 7-7-6 7-7-6 15-2-12 7-7-6 0-0-4 6-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V3C Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304222 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:09 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-tIDMv3arhDSd?biCLcXsJXL1jOC6Y1jdbO4BVCza6ny Scale = 1:33.8 1 2 3 4 5 3x6 8 7 6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-9-15 12-9-15 6-5-0 6-5-0 12-9-15 6-5-0 0-0-4 5-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V3D Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304223 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:09 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-tIDMv3arhDSd?biCLcXsJXL_JOAfY1odbO4BVCza6ny Scale = 1:27.7 1 2 3 3x6 4 4x6 3x6 1.5x4 10-5-2 10-5-2 5-2-9 5-2-9 10-5-2 5-2-9 0-0-4 4-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.20 Job SEXTON_LAYOUT_2-17-17 Truss V3E Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304224 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:10 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-LUnk6PaTSXaTdlHPuK25skuAwoYDHVrmq2qk2eza6nx Scale = 1:22.4 1 2 3 4 2x4 4x4 2x4 1.5x4 8-0-5 8-0-5 4-0-3 4-0-3 8-0-5 4-0-3 0-0-4 3-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.28 Job SEXTON_LAYOUT_2-17-17 Truss V3F Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304225 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:10 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-LUnk6PaTSXaTdlHPuK25skuDUoZAHVDmq2qk2eza6nx Scale = 1:16.7 1 2 3 4 2x4 4x4 1.5x4 2x4 5-7-9 5-7-9 2-9-12 2-9-12 5-7-9 2-9-12 0-0-4 2-4-2 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.05 Job SEXTON_LAYOUT_2-17-17 Truss V3G Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304226 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:11 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-phL6Klb5DriKFvsbS1ZKOyRPdCvI0yyw2iZIa4za6nw Scale = 1:9.5 1 2 3 2x4 3x6 2x4 3-2-12 3-2-12 1-7-6 1-7-6 3-2-12 1-7-6 0-0-4 1-4-2 0-0-4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.06 Job SEXTON_LAYOUT_2-17-17 Truss V4 Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304227 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:11 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-phL6Klb5DriKFvsbS1ZKOyRMjCt20vDw2iZIa4za6nw Scale = 1:59.3 1 2 3 4 5 6 7 13 14 12 11 10 9 15 8 3x6 4x4 3x6 3x6 22-7-13 22-7-13 22-8-2 0-0-5 11-4-1 11-4-1 22-8-2 11-4-1 0-0-4 9-5-6 0-0-4 10.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 Job SEXTON_LAYOUT_2-17-17 Truss V5A Truss Type GABLE Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304228 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:13 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-l3TtlQdLlSy2UC?_aScoUNWk10buUquCW?2Ofzza6nu Scale = 1:94.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 4x4 2x4 2x4 3x6 5x12 5x12 3x6 3x6 32-6-1 32-6-1 31-5-9 31-5-9 32-6-1 1-0-8 0-0-4 15-8-12 15-2-8 6.00 12 Plate Offsets (X,Y)-- [10:0-6-0,0-3-0], [30:0-6-0,0-3-0] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL Job SEXTON_LAYOUT_2-17-17 Truss V5B Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304229 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:13 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-l3TtlQdLlSy2UC?_aScoUNWgb0ZKUl_CW?2Ofzza6nu Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x6 2x4 2x4 3x6 5x12 4x6 WB 31-3-14 31-3-14 31-3-14 31-3-14 0-0-4 15-7-15 6.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-0], [2:0-3-0,0-2-4], [3:0-0-0,0-1-12], [16:0-6-0,0-3-0] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job SEXTON_LAYOUT_2-17-17 Truss V5C Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304230 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:14 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-DG0Fymd_Vm4v6MaA79710a3qCPuQDEyMlfoyBPza6nt Scale = 1:72.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 3x6 3x6 3x6 27-11-14 27-11-14 27-11-14 27-11-14 0-0-4 13-11-15 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC Job SEXTON_LAYOUT_2-17-17 Truss V5D Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304231 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:15 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-hSadA6ecG3CmjW9MhteGZobyCpCjyghVzJXVjsza6ns Scale = 1:73.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 3x6 4x4 4x4 3x6 3x6 24-7-14 24-7-14 24-7-14 24-7-14 0-0-4 12-3-15 6.00 12 Plate Offsets (X,Y)-- [9:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job SEXTON_LAYOUT_2-17-17 Truss V5E Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304232 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:16 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-9e8?NSfE1NKdLgkYFa9V5?89YDZ3h9nfCzH3FIza6nr Scale: 3/16"=1’ 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x6 3x6 3x6 3x6 3x6 21-3-14 21-3-14 21-3-14 21-3-14 0-0-4 10-7-15 6.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V5F Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304233 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:16 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-9e8?NSfE1NKdLgkYFa9V5?8AODaMh6wfCzH3FIza6nr Scale = 1:53.5 1 2 3 4 5 6 11 10 9 8 7 12 3x6 3x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-11-14 17-11-14 17-11-14 17-11-14 0-0-4 8-11-15 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job SEXTON_LAYOUT_2-17-17 Truss V5G Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304234 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:17 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-eqiOaogsohSUzqJlpIgkeDhModwBQcfoRd0cokza6nq Scale = 1:43.5 1 2 3 4 5 9 8 7 6 10 3x6 11 2x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-7-14 14-7-14 0-0-4 7-3-15 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Job SEXTON_LAYOUT_2-17-17 Truss V5H Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304235 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:18 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-61Gmo8hUZ_aLa_uxM?BzBQDV31FS95lyfHm9KBza6np Scale: 3/8"=1’ 1 2 3 4 3x6 7 6 5 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-3-14 11-3-14 10-3-6 10-3-6 11-3-14 1-0-8 0-0-4 5-1-11 4-7-7 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 Job SEXTON_LAYOUT_2-17-17 Truss V5I Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304236 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:18 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-61Gmo8hUZ_aLa_uxM?BzBQDYK1Gn958yfHm9KBza6np Scale = 1:26.3 1 2 3 5 4 6 2x4 1.5x4 1.5x4 1.5x4 1.5x4 8-8-1 8-8-1 0-0-4 4-4-0 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.13 0.10 DEFL. Vert(LL) Job SEXTON_LAYOUT_2-17-17 Truss V5J Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304237 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:19 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-aDq8?Uh6KIiCC7T7wjiCjemj_QcruXn5uxVjsdza6no Scale = 1:35.7 1 2 3 4 3x6 7 6 5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-0-1 12-0-1 0-0-4 6-0-0 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.14 0.14 DEFL. Job SEXTON_LAYOUT_2-17-17 Truss V5K Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304238 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:19 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-aDq8?Uh6KIiCC7T7wjiCjemjUQcWuVb5uxVjsdza6no Scale = 1:45.5 1 2 3 4 5 6 10 9 8 7 11 12 4x6 WB 3x6 2x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-4-1 15-4-1 15-4-1 15-4-1 0-0-4 7-8-0 6.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-0], [3:0-3-0,0-2-4], [3:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job SEXTON_LAYOUT_2-17-17 Truss V5L Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304239 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:20 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-2POWDpik5cq3qH2KUQERGrJsIqynduBE7bFGO3za6nn Scale = 1:55.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x6 3x6 3x6 3x6 3x6 18-8-1 18-8-1 18-8-1 18-8-1 0-0-4 9-4-0 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V5M Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304240 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:21 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-WcxuQ9jNsvzwRRdW27lgo2r?nEG0MOQOMF_pxVza6nm Scale = 1:65.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x6 3x6 3x6 3x6 3x6 22-0-1 22-0-1 22-0-1 22-0-1 0-0-4 11-0-0 6.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC Job SEXTON_LAYOUT_2-17-17 Truss V5N Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304241 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:21 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-WcxuQ9jNsvzwRRdW27lgo2r0vEF5MP1OMF_pxVza6nm Scale = 1:75.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 3x6 4x4 4x4 3x6 3x6 25-4-1 25-4-1 25-4-1 25-4-1 0-0-4 12-8-0 6.00 12 Plate Offsets (X,Y)-- [9:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job SEXTON_LAYOUT_2-17-17 Truss V5O Truss Type Valley Qty 1 Ply 1 Sexton Residence Job Reference (optional) I29304242 84 Lumber0783, Franklin, Indiana 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 17 06:14:22 2017 Page 1 ID:_5vEg_WUSp6obrJVNA3maHzkE2F-_oVHeVk?dD5m3bBibrGvLGOB7edI5qYXavkNTyza6nl Scale = 1:74.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 3x6 3x6 3x6 28-8-1 28-8-1 28-8-1 28-8-1 0-0-4 14-4-0 6.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) ' 2012 MiTekfi All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. TC BC WB Matrix-S 0.39 0.16 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-15,3-16,2-17: 2x4 SPF 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 9-10, 8-11, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-7-9. (lb) - Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 10, 1 except 11=679(LC 3), 12=508(LC 3), 13=460(LC 2), 15=473(LC 3), 16=387(LC 2), 17=457(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-494/191, 2-3=-414/157, 3-4=-341/133, 4-6=-266/107 WEBS 8-11=-587/145, 7-12=-389/131, 6-13=-321/134, 4-15=-325/134, 3-16=-311/130, 2-17=-355/146 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12, 13, 15, 16, 17. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.28 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud *Except* 7-10,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-3-9. (lb) - Max Horz 1=379(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 10=660(LC 3), 11=482(LC 3), 12=478(LC 2), 14=373(LC 3), 15=507(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/111, 2-3=-275/84 WEBS 7-10=-562/95, 6-11=-359/146, 5-12=-327/132, 3-14=-300/126, 2-15=-393/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 14, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.50 0.22 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-11-9. (lb) - Max Horz 1=328(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=634(LC 3), 10=487(LC 3), 11=355(LC 2), 13=563(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/117 WEBS 6-9=-533/98, 5-10=-344/147, 4-11=-284/117, 2-13=-435/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.35 0.16 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF 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 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-7-9. (lb) - Max Horz 1=276(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=612(LC 3), 10=449(LC 3), 11=414(LC 1), 13=343(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-500/109, 5-10=-314/139, 4-11=-331/136, 2-13=-274/115 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.16 0.28 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: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-3-9. (lb) - Max Horz 1=225(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=582(LC 3), 9=402(LC 1), 10=379(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-456/127, 4-9=-322/147, 2-10=-301/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 7, 8, 9, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-11-9. (lb) - Max Horz 1=173(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=494(LC 18), 7=404(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-412/152, 2-7=-316/152 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 5, 6, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=154/8-7-9, 4=142/8-7-9, 5=493/8-7-9 Max Horz 1=122(LC 11) Max Uplift 4=-16(LC 9), 5=-86(LC 12) Max Grav 1=154(LC 1), 4=176(LC 18), 5=523(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-424/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-3-6. (lb) - Max Horz 1=140(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=611(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-472/224 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 5, 6 except (jt=lb) 7=107. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 Matrix-S 0.37 0.15 0.24 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: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-7-6. (lb) - Max Horz 1=214(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=569(LC 3), 8=404(LC 1), 9=348(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-447/131, 3-8=-323/149, 2-9=-279/121 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 6, 7, 8, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.19 0.47 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: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF 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 6-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-11-6. (lb) - Max Horz 1=266(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=625(LC 3), 9=345(LC 3), 11=563(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-501/115, 4-9=-276/125, 2-11=-435/175 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 7, 8, 9, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.46 0.21 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-3-6. (lb) - Max Horz 1=317(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=630(LC 3), 10=478(LC 3), 11=375(LC 2), 13=506(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/105 WEBS 6-9=-527/100, 5-10=-336/144, 4-11=-300/123, 2-13=-393/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.28 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-10,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-7-6. (lb) - Max Horz 1=369(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 10=658(LC 3), 11=478(LC 3), 12=474(LC 2), 14=388(LC 3), 15=455(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/100, 2-3=-274/87 WEBS 7-10=-559/95, 6-11=-354/147, 5-12=-324/131, 3-14=-312/131, 2-15=-355/145 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 14, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 WB Matrix-S 0.39 0.16 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-15,3-16,2-17: 2x4 SPF 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 9-10, 8-11, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-11-6. (lb) - Max Horz 1=412(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 10, 1 except 11=676(LC 3), 12=503(LC 3), 13=460(LC 2), 15=470(LC 3), 16=399(LC 2), 17=410(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-487/186, 2-3=-415/159, 3-4=-340/133, 4-6=-266/107 WEBS 8-11=-583/145, 7-12=-383/131, 6-13=-322/134, 4-15=-322/133, 3-16=-320/134, 2-17=-321/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12, 13, 15, 16, 17. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.15 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 *Except* 5-17,4-18,2-19,2-2: 2x4 SPF 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 10-13, 9-14, 8-15 2 Rows at 1/3 pts 11-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-3-6. (lb) - Max Horz 1=461(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 12, 1 except 13=667(LC 3), 14=538(LC 3), 15=458(LC 2), 16=460(LC 3), 17=466(LC 2), 18=409(LC 18), 19=373(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-552/204, 2-4=-487/183, 4-5=-411/156, 5-6=-337/130, 6-8=-264/106 WEBS 10-13=-583/140, 9-14=-426/132, 8-15=-320/133, 6-16=-322/133, 5-17=-318/132, 4-18=-328/137, 2-19=-295/123 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 15, 16, 17, 18, 19. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.05 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 *Except* 8-30,7-31,6-32,5-33,4-34,2-35: 2x4 SPF 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 17-20, 16-21, 15-22, 14-23, 13-24, 12-25, 11-26, 10-27 2 Rows at 1/3 pts 18-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-6-1. (lb) - Max Horz 1=459(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 19, 21, 22, 23, 24, 25, 26, 27, 29, 30, 31, 32, 33, 34, 35 Max Grav All reactions 250 lb or less at joint(s) 19, 1, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30, 31, 32, 33, 34 except 35=293(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-538/198, 2-4=-486/172, 4-5=-452/163, 5-6=-414/149, 6-7=-377/137, 7-8=-340/124, 8-9=-303/112, 9-10=-269/99 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 19, 21, 22, 23, 24, 25, 26, 27, 29, 30, 31, 32, 33, 34, 35. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 CSI. TC BC WB Matrix-S 0.21 0.14 0.24 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: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-7-9. (lb) - Max Horz 1=-176(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-137(LC 10), 13=-116(LC 10), 9=-137(LC 11), 8=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=420(LC 20), 11=539(LC 17), 13=390(LC 17), 9=538(LC 18), 8=390(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-344/187, 2-13=-297/157, 5-9=-344/186, 6-8=-297/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 1, 7 except (jt=lb) 11=137, 13=116, 9=137, 8=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=121/3-2-12, 3=121/3-2-12 Max Horz 1=-20(LC 6) Max Uplift 1=-5(LC 10), 3=-5(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.03 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=143/5-7-9, 3=143/5-7-9, 4=196/5-7-9 Max Horz 1=-39(LC 6) Max Uplift 1=-17(LC 10), 3=-22(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=214/8-0-5, 3=214/8-0-5, 4=294/8-0-5 Max Horz 1=-58(LC 8) Max Uplift 1=-26(LC 10), 3=-33(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=263/10-5-2, 3=263/10-5-2, 4=437/10-5-2 Max Horz 1=-78(LC 6) Max Uplift 1=-24(LC 10), 3=-34(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-284/58 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.18 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-9-15. (lb) - Max Horz 1=97(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-123(LC 10), 6=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=293(LC 1), 8=366(LC 17), 6=366(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-300/164, 4-6=-300/164 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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=123, 6=123. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.20 0.14 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-2-12. (lb) - Max Horz 1=-116(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-137(LC 10), 6=-137(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 17), 8=441(LC 17), 6=441(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-335/180, 4-6=-335/180 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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=137, 6=137. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 TC BC WB Matrix-S 0.27 0.15 0.19 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: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-7-9. (lb) - Max Horz 1=-136(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-160(LC 10), 6=-160(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=383(LC 20), 9=555(LC 17), 6=555(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-393/209, 4-6=-393/209 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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=160, 6=160. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.22 0.16 0.23 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: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-5. (lb) - Max Horz 1=155(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-140(LC 10), 9=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=420(LC 20), 11=490(LC 17), 13=327(LC 1), 9=489(LC 18), 8=327(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-350/189, 2-13=-262/140, 5-9=-350/189, 6-8=-262/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 1, 7, 13, 8 except (jt=lb) 11=140, 9=140. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 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: 5 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 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=74/2-3-9, 3=74/2-3-9 Max Horz 1=12(LC 7) Max Uplift 1=-3(LC 10), 3=-3(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.02 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=115/4-8-5, 3=115/4-8-5, 4=158/4-8-5 Max Horz 1=31(LC 7) Max Uplift 1=-14(LC 10), 3=-18(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.04 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=187/7-1-2, 3=187/7-1-2, 4=256/7-1-2 Max Horz 1=51(LC 7) Max Uplift 1=-23(LC 10), 3=-29(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=237/9-5-15, 3=237/9-5-15, 4=395/9-5-15 Max Horz 1=70(LC 7) Max Uplift 1=-22(LC 10), 3=-31(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-257/53 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.19 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-10-12. (lb) - Max Horz 1=-89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-123(LC 10), 6=-122(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=293(LC 1), 8=361(LC 17), 6=361(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-301/166, 4-6=-301/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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=123, 6=122. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.19 0.10 0.14 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-3-9. (lb) - Max Horz 1=-109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-130(LC 10), 6=-130(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=288(LC 1), 8=395(LC 1), 6=395(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-317/172, 4-6=-317/172 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 except (jt=lb) 8=130, 6=130. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 8-2-2 10.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-2-0], [3:0-10-4,0-2-0], [5:0-5-0,0-2-0], [6:0-5-8,0-2-0], [41:0-1-9,0-0-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.90 0.37 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.01 (loc) 16-17 16-17 8 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,6-8: 2x6 SPF 1650F 1.5E OTHERS 2x4 SPF Stud *Except* 28-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-4-0 except (jt=length) 17=0-4-0, 15=0-3-8. (lb) - Max Horz 17=190(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17 except 13=-171(LC 7), 8=-146(LC 11) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 9, 15 except 17=792(LC 1), 13=1078(LC 1), 10=410(LC 1), 8=507(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-614/113, 5-6=-347/136, 2-17=-720/168, 6-8=-520/181 BOT CHORD 16-17=-214/458, 15-16=-63/351, 13-15=-63/351, 9-10=-173/281, 8-9=-173/281 WEBS 3-16=0/288, 3-13=-508/44, 4-13=-530/158, 5-10=-273/29, 6-10=-265/241 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) The Fabrication Tolerance at joint 5 = 0% 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 13=171, 8=146. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.08 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 20=-187(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-104(LC 6), 19=-105(LC 10), 13=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 15, 14, 13 except 20=254(LC 16), 12=254(LC 16), 16=264(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-183/251, 6-7=-183/251 WEBS 6-16=-268/130 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 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 2-0-0 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) 12, 17, 18, 15, 14 except (jt=lb) 20=104, 19=105, 13=102. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 7-5-6 22-7-11 7-5-6 26-11-13 4-4-2 31-7-8 4-7-10 1-0-3 12-4-0 6.00 12 Plate Offsets (X,Y)-- [4:0-6-0,Edge], [6:0-9-8,0-2-4], [7:0-1-12,0-1-8], [8:Edge,0-3-8], [11:0-6-0,0-3-0], [14:0-2-12,0-1-12], [15:Edge,0-3-8], [15:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.95 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.65 0.08 (loc) 9-10 9-10 9 l/defl >999 >583 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 303 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E, 3-14: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 16-18,20-21,23-24,25-27,28-29,32-34,37-38,4-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-12, 5-10, 6-10 2 Rows at 1/3 pts 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1564/0-3-8, 15=1688/0-4-0 Max Horz 15=380(LC 11) Max Uplift 9=-131(LC 9), 15=-129(LC 12) Max Grav 9=1616(LC 27), 15=2012(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3044/284, 3-5=-2434/279, 5-6=-1407/248, 6-7=-1033/266, 2-15=-1935/288 BOT CHORD 14-15=-379/485, 12-14=-260/2604, 10-12=-168/2009, 9-10=-127/544 WEBS 3-12=-699/152, 5-12=0/507, 5-10=-1478/242, 7-10=-140/1399, 7-9=-1540/194, 2-14=-58/2153 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=131, 15=129. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 5x12 6x8 8x12 5x12 5x12 5x12 5x12 5x12 5x12 5x12 7-8-14 7-8-14 15-2-5 7-5-6 19-10-8 4-8-3 22-7-11 2-9-3 29-3-5 6-7-10 36-0-11 6-9-6 42-8-5 6-7-10 50-0-9 7-4-4 55-6-0 5-5-7 55-8-0 0-2-0 65-0-8 9-4-8 -1-4-0 1-4-0 7-8-14 7-8-14 15-2-5 7-5-6 22-7-11 7-5-6 29-3-5 6-7-10 36-0-11 6-9-6 42-8-5 6-7-10 50-0-9 7-4-4 57-4-12 7-4-4 65-0-8 7-7-12 1-0-3 12-4-0 1-1-15 12-4-0 6.00 12 Plate Offsets (X,Y)-- [2:0-6-0,Edge], [5:0-2-9,Edge], [7:0-3-0,0-3-0], [9:0-6-0,0-4-8], [11:0-4-0,0-2-12], [13:0-4-0,0-4-0], [13:0-0-0,0-2-12], [14:0-3-4,0-2-8], [16:0-7-12,Edge], [18:0-3-8,0-2-8], [25:0-3-8,0-2-8], [30:0-3-8,0-2-8], [50:0-2-12,0-1-4], [57:0-3-8,0-1-8], [65:0-2-3,0-1-8], [68:0-2-3,0-1-8], [70:0-2-3,0-1-8], [72:0-0-12,0-0-8] , [74:0-2-0,0-1-8], [76:0-2-0,0-1-8], [78:0-2-0,0-1-8], [85:0-2-4,0-1-8], [88:0-2-4,0-1-8], [90:0-5-8,Edge], [91:0-2-4,0-1-8], [96:0-2-0,0-1-4], [97:0-1-15,0-0-0] , [99:0-2-0,0-1-4] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.31 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.22 0.04 (loc) 21-23 21-23 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 673 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 4-34,14-17: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 38-40,45-46,47-48,52-53,55-56,59-60,62-64,65-66,72-73,83-85,92-93: 2x4 SPF No.2 13-13: 2x6 SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud 4-3-3, Right 2x6 SPF 1650F 1.5E 4-3-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-30, 6-30, 7-25, 8-23, 10-23, 10-20, 11-20 , 12-18, 14-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-2-0 except (jt=length) 17=0-5-3 (input: 0-4-0), 26=0-3-8. (lb) - Max Horz 2=159(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 36, 37, 26 except 30=-170(LC 12), 17=-172(LC 13), 27=-513(LC 30) Max Grav All reactions 250 lb or less at joint(s) 27, 28, 31, 32, 33, 35, 36, 37 except 2=499(LC 33), 34=487(LC 33), 30=2298(LC 31), 17=3321(LC 31), 26=772(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-471/136, 4-6=-268/296, 6-7=-1211/245, 7-8=-1808/301, 8-10=-1807/302, 10-11=-1513/253, 11-12=-1754/232, 12-14=-1062/118, 14-16=-261/746 BOT CHORD 2-37=-118/278, 36-37=-118/278, 35-36=-118/278, 34-35=-118/278, 33-34=-118/278, 32-33=-118/278, 31-32=-118/278, 30-31=-118/278, 23-25=-28/1073, 21-23=-43/1961, 20-21=-43/1961, 18-20=0/913, 17-18=-1929/549, 16-17=-502/280 WEBS 4-34=-485/105, 4-30=-304/182, 6-30=-2134/284, 6-25=-33/1588, 7-25=-1382/117, 7-23=-110/1568, 8-23=-922/155, 10-23=-393/31, 10-21=0/367, 10-20=-904/116, 11-20=-79/308, 12-20=-77/967, 12-18=-1544/333, 14-18=-413/3082, 14-17=-3394/630 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs Continued non-concurrent on page with 2 other live loads. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 5x12 3x6 4x6 0-11-4 0-11-4 2-4-0 1-4-12 9-5-8 7-1-8 17-4-0 7-10-8 19-4-0 2-0-0 23-1-8 3-9-8 28-11-0 5-9-8 37-0-12 8-1-12 45-6-0 8-5-4 -1-4-0 1-4-0 0-11-4 0-11-4 2-4-0 1-4-12 9-5-8 7-1-8 16-7-0 7-1-8 17-4-0 0-9-0 23-1-8 5-9-8 28-11-0 5-9-8 34-4-3 5-5-3 39-9-5 5-5-3 45-6-0 5-8-11 46-10-0 1-4-0 1-0-3 9-3-11 1-0-3 1-0-0 9-3-11 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [7:0-4-12,0-2-4], [10:0-8-12,0-2-4], [15:0-8-4,Edge] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.69 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.13 (loc) 31-32 31-32 29 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 343 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-34: 2x4 SPF 2100F 1.8E 6-31,7-31,9-31,9-28,9-25,10-25,11-25: 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Right 2x8 SP No.1 3-3-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 34-35,31-32 9-6-0 oc bracing: 32-33. 1 Row at midpt 8-31 WEBS 1 Row at midpt 4-32, 6-31, 9-28, 9-25, 10-25, 11-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-2-0 except (jt=length) 36=0-4-0, 29=0-3-8. (lb) - Max Horz 36=-109(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 36 except 28=-132(LC 12), 25=-115(LC 12), 20=-266(LC 19), 15=-122(LC 13) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 23, 22, 21, 19, 18, 17, 29 except 36=973(LC 19), 28=1668(LC 19), 25=1257(LC 1), 20=294(LC 20), 15=438(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/80, 3-4=-2008/314, 4-6=-1152/169, 9-10=-7/760, 10-11=-41/880, 11-13=-31/272, 13-15=-348/141, 2-36=-903/187 BOT CHORD 34-35=-86/408, 32-33=-375/2067, 31-32=-59/927, 8-31=-559/93, 27-28=-752/230, 26-27=-752/230, 25-26=-752/230, 23-25=-389/105, 22-23=-389/105, 21-22=-389/105, 20-21=-389/105 WEBS 33-34=-55/286, 4-32=-1147/318, 6-32=0/422, 6-31=-1031/202, 7-31=-314/110, 28-31=-599/237, 9-31=-123/1325, 9-28=-1574/212, 10-25=-794/113, 11-25=-639/212, 11-20=-71/508, 13-20=-404/168, 3-35=-416/16, 3-33=-320/1707, 3-34=-326/76, 2-35=0/500 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, W left =24-5-8, W right =24-5-8 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 CSI. TC BC WB Matrix-S 0.66 0.35 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.12 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-5: 2x4 SPF 2100F 1.8E, 3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=646/0-3-8, 7=646/0-4-0 Max Horz 7=354(LC 7) Max Uplift 5=-148(LC 10) Max Grav 5=729(LC 17), 7=665(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-705/84, 3-4=-298/135, 1-7=-619/88 BOT CHORD 6-7=-348/281, 5-6=-134/458 WEBS 3-6=0/269, 3-5=-599/199, 1-6=-48/392 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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) except (jt=lb) 5=148. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.46 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.03 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-11,5-6: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-3 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1402/0-4-0, 6=1402/0-4-0 Max Horz 11=164(LC 7) Max Uplift 11=-30(LC 10), 6=-30(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1569/178, 2-3=-1286/238, 3-4=-1286/238, 4-5=-1569/178, 1-11=-1329/170, 5-6=-1329/170 BOT CHORD 10-11=-179/348, 8-10=-103/1047, 7-8=-28/1047 WEBS 2-8=-118/387, 3-8=-498/156, 4-8=-118/387, 1-10=-72/817, 5-7=-74/817 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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) 11, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.46 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.03 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1520/0-4-0, 8=1520/0-4-0 Max Horz 13=188(LC 9) Max Uplift 13=-56(LC 10), 8=-56(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1567/185, 3-4=-1277/238, 4-5=-1277/238, 5-6=-1567/185, 2-13=-1447/223, 6-8=-1447/223 BOT CHORD 12-13=-207/445, 10-12=-93/1031, 9-10=-19/1031, 8-9=-136/319 WEBS 3-10=-117/397, 4-10=-513/156, 5-10=-117/397, 2-12=-89/789, 6-9=-92/790 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 0%, joint 6 = 0% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 TC BC WB Matrix-S 0.44 0.23 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=552/0-3-8, 4=552/0-3-8 Max Horz 6=126(LC 7) Max Uplift 6=-19(LC 10), 4=-19(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-518/79, 2-3=-518/79, 1-6=-502/82, 3-4=-502/82 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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) 6, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.45 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,4-6: 2x6 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=902/0-4-0, 6=902/0-4-0 Max Horz 8=189(LC 9) Max Uplift 8=-55(LC 10), 6=-55(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-761/105, 3-4=-761/105, 2-8=-833/162, 4-6=-833/162 BOT CHORD 7-8=-225/453, 6-7=-146/314 WEBS 3-7=0/306, 2-7=-96/260, 4-7=-99/261 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 1-4-0 1-0-3 8-11-3 1-0-3 6.00 12 Plate Offsets (X,Y)-- [10:Edge,0-3-8], [10:0-0-0,0-1-12], [16:0-0-0,0-1-12], [16:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.64 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.08 (loc) 13-15 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1687/0-4-0, 10=1687/0-4-0 Max Horz 16=-104(LC 10) Max Uplift 16=-114(LC 12), 10=-114(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/332, 3-5=-1778/316, 5-7=-1778/316, 7-8=-2437/332, 2-16=-1609/312, 8-10=-1609/312 BOT CHORD 15-16=-169/483, 13-15=-161/2056, 11-13=-161/2056, 10-11=-81/483 WEBS 5-13=-98/891, 7-13=-818/179, 3-13=-818/179, 2-15=-99/1598, 8-11=-99/1598 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=114, 10=114. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 1-0-3 12-4-0 6.00 12 Plate Offsets (X,Y)-- [4:0-6-0,Edge], [6:0-9-8,0-2-4], [7:0-1-12,0-1-8], [8:Edge,0-3-8], [14:0-2-12,0-1-12], [15:0-0-0,0-1-12], [15:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.95 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.65 0.08 (loc) 9-10 9-10 9 l/defl >999 >583 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E, 3-14: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-12, 5-10, 6-10 2 Rows at 1/3 pts 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1564/0-3-8, 15=1688/0-4-0 Max Horz 15=380(LC 9) Max Uplift 9=-131(LC 9), 15=-129(LC 12) Max Grav 9=1616(LC 27), 15=2012(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3044/284, 3-5=-2434/279, 5-6=-1407/248, 6-7=-1033/266, 2-15=-1935/288 BOT CHORD 14-15=-379/485, 12-14=-260/2604, 10-12=-168/2009, 9-10=-127/544 WEBS 3-12=-699/152, 5-12=0/507, 5-10=-1478/242, 7-10=-140/1399, 7-9=-1540/194, 2-14=-58/2153 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=131, 15=129. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.94 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.64 0.07 (loc) 8-9 8-9 8 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E, 2-12: 2x4 SPF Stud 1-13: 2x6 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 2-11, 4-9, 5-9 2 Rows at 1/3 pts 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1544/0-3-8, 13=1544/Mechanical Max Horz 13=369(LC 9) Max Uplift 8=-132(LC 9), 13=-100(LC 12) Max Grav 8=1602(LC 26), 13=1872(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2886/276, 2-4=-2364/276, 4-5=-1381/247, 5-6=-1014/265, 1-13=-1799/216 BOT CHORD 12-13=-355/315, 11-12=-251/2478, 9-11=-170/1941, 8-9=-128/535 WEBS 2-11=-637/151, 4-11=0/482, 4-9=-1424/237, 6-9=-138/1371, 6-8=-1513/192, 1-12=-114/2222 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 8=132. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 29-3-5 6-7-10 36-0-11 6-9-6 42-8-5 6-7-10 50-1-11 7-5-6 59-0-0 8-10-5 65-4-0 6-4-0 -1-4-0 1-4-0 7-8-14 7-8-14 15-2-5 7-5-6 22-7-11 7-5-6 29-3-5 6-7-10 36-0-11 6-9-6 42-8-5 6-7-10 50-1-11 7-5-6 57-7-2 7-5-6 65-4-0 7-8-14 1-0-3 12-4-0 1-0-3 12-4-0 6.00 12 Plate Offsets (X,Y)-- [2:0-8-4,Edge], [5:0-6-0,Edge], [7:0-9-0,0-2-0], [11:0-9-0,0-2-0], [13:0-3-0,Edge], [25:0-3-8,0-2-8], [27:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.85 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.40 0.12 (loc) 22-24 25-27 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 355 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-28,14-17: 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x8 SP No.1 4-5-1, Right 2x8 SP No.1 4-1-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-0-6 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 6-27, 7-25, 8-24, 10-24, 10-20, 12-20, 12-19, 14-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=668/0-3-8, 27=3067/0-4-0 (req. 0-5-7), 17=2905/0-4-0 (req. 0-4-15) Max Horz 2=-158(LC 13) Max Uplift 2=-115(LC 12), 27=-49(LC 12), 17=-169(LC 13) Max Grav 2=707(LC 33), 27=3451(LC 31), 17=3164(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-643/197, 4-6=0/603, 6-7=-1664/375, 7-8=-2248/430, 8-10=-2248/431, 10-11=-2090/406, 11-12=-2406/405, 12-14=-2383/301, 14-15=-257/735 BOT CHORD 2-28=-195/456, 27-28=-195/456, 25-27=-89/303, 24-25=-54/1446, 22-24=-56/2471, 20-22=-56/2471, 19-20=-40/1956, 17-19=0/475, 15-17=-485/278 WEBS 4-28=0/275, 4-27=-888/170, 6-27=-2805/275, 6-25=-4/1892, 7-25=-1258/102, 7-24=-118/1659, 8-24=-933/157, 10-24=-551/26, 10-22=0/391, 10-20=-777/127, 11-20=-20/602, 12-20=-302/406, 12-19=-749/200, 14-19=-171/1738, 14-17=-3101/570 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 5x12 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 17-4-0 7-10-8 23-1-8 5-9-8 28-11-0 5-9-8 35-8-0 6-9-0 35-10-0 0-2-0 45-2-8 9-4-8 -1-4-0 1-4-0 0-11-4 0-11-4 2-4-0 1-4-12 9-5-8 7-1-8 16-7-0 7-1-8 17-4-0 0-9-0 23-1-8 5-9-8 28-11-0 5-9-8 34-3-0 5-4-0 39-7-0 5-4-0 45-2-8 5-7-8 1-0-3 9-3-11 1-1-15 1-0-0 9-3-11 6.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-6-0,Edge], [7:0-8-12,0-2-4], [10:0-10-0,0-2-8], [11:0-2-12,0-1-12], [16:0-2-12,0-2-0], [19:0-3-0,0-1-8], [23:0-8-4,0-0-0], [26:0-9-12 ,0-2-0], [26:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.62 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.29 (loc) 22 21-22 16 l/defl >999 >883 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-10,13-14: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-23: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 4-24,6-21,7-21,9-21,9-19,9-18,10-18,11-18: 2x4 SPF No.2 3-23: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-8 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-21 WEBS 1 Row at midpt 4-22, 6-21, 9-19, 9-18, 10-18, 11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 26=1773/0-4-0, 16=2835/0-4-0 (req. 0-5-6) Max Horz 26=114(LC 9) Max Uplift 26=-125(LC 12), 16=-113(LC 13) Max Grav 26=2122(LC 31), 16=3441(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1355/120, 3-4=-5170/471, 4-6=-3648/300, 6-7=-2189/244, 7-8=-1913/258, 8-9=-1913/260, 9-10=-952/114, 10-11=-1105/100, 11-12=-263/1300, 12-14=-296/174, 14-15=-311/129, 2-26=-1947/236 BOT CHORD 24-25=-120/1108, 22-23=-500/5080, 21-22=-168/3098, 8-21=-483/150, 18-19=-49/1648, 16-18=-384/286, 15-16=-410/208 WEBS 23-24=-90/885, 4-23=0/307, 4-22=-1994/334, 6-22=0/443, 6-21=-1598/206, 7-21=-33/836, 19-21=-38/1628, 9-21=-77/951, 9-18=-1267/184, 11-18=-169/1494, 11-16=-2777/433, 12-16=-821/238, 12-15=-353/706, 3-25=-1108/50, 3-23=-446/4451, 3-24=-1077/122, 2-25=-33/1280 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. Continued 10) WARNING: on page Required 2 bearing size at joint(s) 16 greater than input bearing size. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 9-5-8 7-1-8 17-4-0 7-10-8 23-1-8 5-9-8 28-11-0 5-9-8 35-8-0 6-9-0 45-6-0 9-10-0 -1-4-0 1-4-0 0-11-4 0-11-4 2-4-0 1-4-12 9-5-8 7-1-8 16-7-0 7-1-8 17-4-0 0-9-0 23-1-8 5-9-8 28-11-0 5-9-8 34-4-3 5-5-3 39-9-5 5-5-3 45-6-0 5-8-11 1-0-3 9-3-11 1-0-3 1-0-0 9-3-11 6.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-6-0,Edge], [7:0-8-12,0-2-4], [10:0-10-0,0-2-8], [11:0-2-12,0-1-12], [15:0-8-4,Edge], [19:0-3-0,0-1-8], [23:0-8-4,0-0-0], [26:0-9-12,0-2-0] , [26:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.63 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.55 0.29 (loc) 22 15-16 16 l/defl >999 >212 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 241 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 21-23: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 4-24,3-23: 2x4 SPF 2100F 1.8E 6-21,7-21,9-21,9-19,9-18,10-18,11-18: 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Right 2x8 SP No.1 3-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-10 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-21 WEBS 1 Row at midpt 4-22, 6-21, 9-19, 9-18, 10-18, 11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 26=1777/0-4-0, 16=2814/0-4-0 (req. 0-5-4), 15=60/0-3-8 Max Horz 26=-110(LC 13) Max Uplift 26=-114(LC 12), 16=-21(LC 12), 15=-168(LC 19) Max Grav 26=2146(LC 31), 16=3332(LC 31), 15=229(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/148, 3-4=-5160/552, 4-6=-3704/386, 6-7=-2194/330, 7-8=-1825/339, 8-9=-1826/340, 9-10=-820/241, 10-11=-958/233, 11-13=-37/1125, 13-15=-55/660, 2-26=-1971/271 BOT CHORD 24-25=-111/1128, 22-23=-507/5138, 21-22=-217/3147, 8-21=-484/149, 18-19=-29/1545, 16-18=-338/110, 15-16=-504/57 WEBS 23-24=-79/858, 4-23=0/299, 4-22=-2003/328, 6-22=0/443, 6-21=-1600/207, 7-21=-38/796, 19-21=-16/1528, 9-21=-65/936, 9-18=-1320/127, 11-18=-78/1599, 11-16=-2676/322, 13-16=-809/189, 3-25=-1125/74, 3-23=-461/4386, 3-24=-1029/107, 2-25=-62/1305 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x12 MT20 unless otherwise indicated. 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 Continued will fit between on page the 2 bottom chord and any other members, with BCDL = 10.0psf. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 9-5-8 7-1-8 17-4-0 7-10-8 23-1-8 5-9-8 28-11-0 5-9-8 35-8-0 6-9-0 45-6-0 9-10-0 -1-4-0 1-4-0 0-11-4 0-11-4 2-4-0 1-4-12 9-5-8 7-1-8 16-7-0 7-1-8 17-4-0 0-9-0 23-1-8 5-9-8 28-11-0 5-9-8 34-4-3 5-5-3 39-9-5 5-5-3 45-6-0 5-8-11 46-10-0 1-4-0 1-0-3 9-3-11 1-0-3 1-0-0 9-3-11 6.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-6-0,Edge], [7:0-8-12,0-2-4], [10:0-10-0,0-2-8], [11:0-2-12,0-1-8], [15:0-8-4,Edge], [17:0-2-12,0-2-0], [20:0-3-0,0-1-8], [24:0-7-12,0-0-0] , [27:0-0-0,0-1-12], [27:0-9-12,0-2-0] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.61 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 0.27 (loc) 23 15-17 17 l/defl >999 >213 n/a L/d 240 90 n/a PLATES MT20 MT18HS Weight: 242 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-10,10-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 4-25,3-24: 2x4 SPF 2100F 1.8E 6-22,7-22,9-22,9-20,9-19,10-19,11-19: 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Right 2x8 SP No.1 3-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-1 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-22 WEBS 1 Row at midpt 4-23, 6-22, 9-20, 9-19, 10-19, 11-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 27=1729/0-4-0, 17=3028/0-4-0 (req. 0-5-11) Max Horz 27=-109(LC 13) Max Uplift 27=-124(LC 12), 17=-148(LC 13) Max Grav 27=2079(LC 31), 17=3635(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1326/105, 3-4=-4990/402, 4-6=-3547/246, 6-7=-2163/192, 7-8=-1866/210, 8-9=-1866/211, 9-10=-880/98, 10-11=-1026/95, 11-13=-416/1595, 13-15=-339/921, 2-27=-1910/216 BOT CHORD 25-26=-118/1084, 23-24=-493/4973, 22-23=-163/3006, 8-22=-483/146, 19-20=-20/1593, 17-19=-649/417, 15-17=-624/328 WEBS 24-25=-84/825, 4-24=0/296, 4-23=-1979/332, 6-23=0/443, 6-22=-1596/204, 7-22=-31/814, 20-22=-9/1574, 9-22=-91/982, 9-19=-1297/211, 10-19=-270/121, 11-19=-248/1665, 11-17=-2952/519, 13-17=-861/261, 3-26=-1081/37, 3-24=-430/4248, 2-26=-17/1255, 3-25=-987/113 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x12 MT20 unless otherwise indicated. 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 Continued will fit between on page the 2 bottom chord and any other members, with BCDL = 10.0psf. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.69 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.68 0.05 (loc) 5-6 5-6 5 l/defl >999 >391 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud WEDGE Left: 2x12 SP No.1, Right: 2x12 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1100/0-4-0, 5=1100/0-4-0 Max Horz 1=-73(LC 13) Max Uplift 1=-63(LC 12), 5=-63(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1880/307, 2-3=-1390/202, 3-4=-1390/202, 4-5=-1880/307 BOT CHORD 1-6=-218/1614, 5-6=-218/1614 WEBS 3-6=-52/766, 4-6=-595/217, 2-6=-595/217 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-P 0.34 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=0/7-9-0, 2=176/7-9-0, 5=172/7-9-0, 6=491/7-9-0 Max Horz 2=132(LC 11) Max Uplift 5=-17(LC 9), 6=-86(LC 12) Max Grav 2=176(LC 1), 5=211(LC 19), 6=527(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-427/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 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) 5, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-P 0.34 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=0/7-9-0, 2=176/7-9-0, 5=172/7-9-0, 6=491/7-9-0 Max Horz 2=132(LC 11) Max Uplift 5=-17(LC 9), 6=-86(LC 12) Max Grav 2=176(LC 1), 5=211(LC 19), 6=527(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-427/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 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) 5, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 TC BC WB Matrix-S 0.39 0.17 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=0/9-1-0, 2=216/9-1-0, 5=199/9-1-0, 6=545/9-1-0 Max Horz 2=151(LC 11) Max Uplift 5=-18(LC 12), 6=-95(LC 12) Max Grav 2=216(LC 1), 5=251(LC 19), 6=584(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-471/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 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) 5, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.06 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-2-0. (lb) - Max Horz 2=-63(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 17, 13, 10 except 16=276(LC 19), 19=307(LC 1), 14=276(LC 20), 12=307(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 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, 16, 17, 19, 14, 13, 12, 10. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-2-0. (lb) - Max Horz 2=-63(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8, 6 Max Grav All reactions 250 lb or less at joint(s) except 2=270(LC 1), 9=269(LC 1), 10=599(LC 19), 8=599(LC 20), 6=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-474/171, 5-8=-474/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8, 6. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 WB Matrix-S 0.74 0.20 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 4-6 4-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-4-0 except (jt=length) 5=0-3-8, 5=0-3-8. (lb) - Max Horz 1=-41(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 1=-316(LC 19), 2=-152(LC 12), 4=-118(LC 13), 5=-217(LC 20), 5=-192(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=678(LC 19), 4=594(LC 20), 6=474(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-344/103 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 1, 152 lb uplift at joint 2, 118 lb uplift at joint 4 and 217 lb uplift at joint 5. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.43 0.26 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=333/11-0-9, 4=333/11-0-9, 6=505/11-0-9 Max Horz 2=96(LC 9) Max Uplift 2=-34(LC 10), 4=-46(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-317/55 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BC WB Matrix-S 0.43 0.26 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=333/11-0-9, 4=333/11-0-9, 6=505/11-0-9 Max Horz 2=96(LC 9) Max Uplift 2=-34(LC 10), 4=-46(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-317/55 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.42 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.10 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 283 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=8069/0-3-9 (req. 0-4-4), 6=6903/0-4-0 Max Horz 10=166(LC 5) Max Uplift 10=-575(LC 4), 6=-610(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6428/511, 2-3=-4940/464, 3-4=-4940/445, 4-5=-6550/527, 1-10=-5542/430, 5-6=-5628/529 BOT CHORD 9-10=-208/367, 8-9=-475/4902, 7-8=-395/4995, 6-7=-57/416 WEBS 3-8=-515/6183, 4-8=-1856/288, 4-7=-176/2406, 2-8=-1712/249, 2-9=-154/2216, 1-9=-349/4763, 5-7=-356/4785 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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. 8) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=575, 6=610. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1798 lb down and 118 lb up at 0-1-12, 1792 lb down and 124 lb up at 2-5-4, 1792 lb down and 124 lb up at 4-5-4, 1792 lb down and 124 lb up at 6-5-4, 1792 lb down and 124 lb up at 8-5-4, 1792 lb down and 124 lb up at 10-5-4, and 1792 lb down and 124 lb up at 12-5-4, and 1792 lb down and 124 lb up at 14-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.08 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 -0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-4-0. (lb) - Max Horz 20=-166(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-220(LC 6), 12=-197(LC 7), 19=-190(LC 7), 13=-173(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 15, 14, 13 except 20=364(LC 16), 12=364(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-381/141, 10-12=-381/141 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 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 2-0-0 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) 17, 18, 15, 14 except (jt=lb) 20=220, 12=197, 19=190, 13=173. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.06 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 -0.00 (loc) 9 8 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-4-0. (lb) - Max Horz 16=-150(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 12, 11 except 16=260(LC 16), 10=260(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-252/136, 8-10=-252/136 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 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 2-0-0 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) 16, 10, 14, 15, 12, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.02 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 19 18 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-27,9-28,11-26: 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 2-0-12, Right 2x8 SP No.1 2-0-12 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, Except: 6-0-0 oc bracing: 2-34,18-20. WEBS 1 Row at midpt 10-27 REACTIONS. All bearings 31-8-0. (lb) - Max Horz 2=112(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 27, 30, 31, 32, 33, 34, 24, 23, 22, 21, 20 except 2=289(LC 18), 28=294(LC 19), 29=274(LC 19), 26=296(LC 20), 25=273(LC 20), 18=290(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-28=-255/62, 11-26=-255/62 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 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, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.15 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 22-23 22-23 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-8-0 except (jt=length) 12=0-3-8, 23=0-3-8. (lb) - Max Horz 22=73(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 20, 21, 22, 16, 15, 14, 13, 12, 23 Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 15, 14, 13, 12, 23 except 17=313(LC 1), 18=278(LC 18), 16=278(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-273/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 20, 21, 22, 16, 15, 14, 13, 12, 23. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 17,2017