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Home My WebLink About18100006 Truss Plans1850 Graham Rd. Franklin, IN 46131 Phone: (317) 346-4274 Fax: (317) 346-0916 General Mgr. Ted Garrett Design Mgr. Roger Wagner Sales Rep. # Date # Books Issued For Delivered By Tracking Info BCSI Included 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Roof Truss Engineering/Layouts FORONLY FOR PERMIT ONLY For: IMHOFFRESIDENCE IMHOFF RESIDENCE Building Types/Levels: SSSSIIIIGGGGMMMMAAAA Jobsite Contact: KEVIN BEHER Transmitted to: COVER PAGE 84 Lumber/Components Project ID: **** 1111888800002222333388882222RRRR **** Notes 84 Components, Franklin, IN 46131 Page 1 9/28/2018 OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 0 IN. OC END CUT RETURN PLUMB SALES REP ORDER DATE DELIVERY DATE / / / / ORDER # DELIVERED TO QUOTE # CUSTOMER PO # CUSTOMER ACCT # 0707 CONTACT SUPERINTENDANT JOBSITE PHONE # 1802382R KEVIN BEHER SPECIAL INSTRUCTIONS: NEEDS SEALS FOR PERMIT DELIVERY INSTRUCTIONS: JOB NAME MODEL: TAG: Sigma Imhoff Residence JOB CATEGORY: 2 - SPECIAL LOT # 35 SUBDIV: DATE09/25/18 BEARING SIZE 9084 Corporation Drive Indianapolis, IN 46256 84 Lumber - Castleton (317) 849-4584 B i d T o STORE:0707 QUOTE DATE 09/17/18 (317) 841-0993 RF 1850 N Graham Road Franklin, Indiana (317) 346-4274 ( ) - I0007373 84 LUMBER COMPANY - COMPONENT DIVISION TYPE ID QTY SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 0 IN. OC END CUT RETURN PLUMB SALES REP ORDER DATE DELIVERY DATE / / / / ORDER # DELIVERED TO QUOTE # CUSTOMER PO # CUSTOMER ACCT # 0707 CONTACT SUPERINTENDANT JOBSITE PHONE # 1802382R KEVIN BEHER SPECIAL INSTRUCTIONS: NEEDS SEALS FOR PERMIT DELIVERY INSTRUCTIONS: JOB NAME MODEL: TAG: Sigma Imhoff Residence JOB CATEGORY: 2 - SPECIAL LOT # 35 SUBDIV: DATE09/25/18 BEARING SIZE 9084 Corporation Drive Indianapolis, IN 46256 84 Lumber - Castleton (317) 849-4584 B i d T o STORE:0707 QUOTE DATE 09/17/18 (317) 841-0993 RF 1850 N Graham Road Franklin, Indiana (317) 346-4274 ( ) - I0007373 84 LUMBER COMPANY - COMPONENT DIVISION TYPE ID QTY SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 0 IN. OC END CUT RETURN PLUMB SALES REP ORDER DATE DELIVERY DATE / / / / ORDER # DELIVERED TO QUOTE # CUSTOMER PO # CUSTOMER ACCT # 0707 CONTACT SUPERINTENDANT JOBSITE PHONE # 1802382R KEVIN BEHER SPECIAL INSTRUCTIONS: NEEDS SEALS FOR PERMIT DELIVERY INSTRUCTIONS: JOB NAME MODEL: TAG: Sigma Imhoff Residence JOB CATEGORY: 2 - SPECIAL LOT # 35 SUBDIV: DATE09/25/18 BEARING SIZE 9084 Corporation Drive Indianapolis, IN 46256 84 Lumber - Castleton (317) 849-4584 B i d T o STORE:0707 QUOTE DATE 09/17/18 (317) 841-0993 RF 1850 N Graham Road Franklin, Indiana (317) 346-4274 ( ) - I0007373 84 LUMBER COMPANY - COMPONENT DIVISION TYPE ID QTY SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 0 IN. OC END CUT RETURN PLUMB SALES REP ORDER DATE DELIVERY DATE / / / / ORDER # DELIVERED TO QUOTE # CUSTOMER PO # CUSTOMER ACCT # 0707 CONTACT SUPERINTENDANT JOBSITE PHONE # 1802382R KEVIN BEHER SPECIAL INSTRUCTIONS: NEEDS SEALS FOR PERMIT DELIVERY INSTRUCTIONS: JOB NAME MODEL: TAG: Sigma Imhoff Residence JOB CATEGORY: 2 - SPECIAL LOT # 35 SUBDIV: DATE09/25/18 BEARING SIZE 9084 Corporation Drive Indianapolis, IN 46256 84 Lumber - Castleton (317) 849-4584 B i d T o STORE:0707 QUOTE DATE 09/17/18 (317) 841-0993 RF 1850 N Graham Road Franklin, Indiana (317) 346-4274 ( ) - I0007373 84 LUMBER COMPANY - COMPONENT DIVISION TYPE ID QTY SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT Re: 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: I34784549 thru I34784583 My license renewal date for the state of Indiana is July 31, 2020. 1802382R 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: Imhoff Residence 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802382R Truss AGE1 Truss Type Common Structural Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784549 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:00:47 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-ZIpFZ_abKfE8nY5qxXls7x8LyMaw30belOm7sWyZT5U Scale = 1:71.5 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 28 27 29 34 35 36 16 4x4 4x4 3x4 3x4 3x4 3x4 4x4 4x4 6x10 3x6 4x8 1-6-8 1-6-8 1-8-4 0-1-12 6-9-7 5-1-3 12-11-0 6-1-9 Job 1802382R Truss AM01 Truss Type Monopitch Qty 10 Ply 1 Imhoff Residence Job Reference (optional) I34784550 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:22 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-MjLN?roPBMQmdUJw0gJWlwF?idCqZbwd3gc02zyZmop Scale = 1:20.4 1 2 3 4 7 6 5 10 11 4x4 3x4 4x6 1.5x4 3x4 3x4 1-6-8 1-6-8 1-8-4 0-1-12 5-4-10 3-8-6 9-4-8 3-11-14 1-8-4 1-8-4 5-4-10 3-8-6 9-4-8 3-11-14 0-2-0 3-3-8 4.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-9], [2:0-11-8,0-1-15], [7:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802382R Truss AM02 Truss Type Monopitch Qty 4 Ply 1 Imhoff Residence Job Reference (optional) I34784551 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:22 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-MjLN?roPBMQmdUJw0gJWlwF1EdGRZeGd3gc02zyZmop Scale = 1:16.2 1 3 4 5 6 2 10 11 2x4 12 1.5x4 3x4 5-2-0 5-2-0 -1-6-8 1-6-8 5-2-0 5-2-0 6-6-0 1-4-0 0-4-10 2-6-10 1-10-13 0-2-7 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 Job 1802382R Truss AM02 Truss Type Monopitch Qty 4 Ply 1 Imhoff Residence Job Reference (optional) I34784551 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:22 2018 Page 2 ID:eF0tHX8ZgLxWvSmRShRydoyba33-MjLN?roPBMQmdUJw0gJWlwF1EdGRZeGd3gc02zyZmop LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-8=-121, 4-8=-100, 4-12=-100, 5-12=-60, 6-7=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802382R Truss AM03 Truss Type Monopitch Qty 5 Ply 1 Imhoff Residence Job Reference (optional) I34784552 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:23 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-qwvlDBp1ygYdEeu7aOrlH7oDC0dCI5WmIKMZbPyZmoo Scale = 1:14.3 1 3 4 5 2 9 10 2x4 1.5x4 3x4 5-2-0 5-2-0 -1-6-8 1-6-8 5-2-0 5-2-0 0-4-10 2-1-4 1-10-13 0-2-7 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC Job 1802382R Truss AM04 Truss Type Monopitch Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784553 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:23 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-qwvlDBp1ygYdEeu7aOrlH7oC10dvI5WmIKMZbPyZmoo Scale = 1:15.1 2 3 1 4 1.5x4 1.5x4 2x4 3x6 1-6-8 1-6-8 1-8-4 0-1-12 5-2-8 3-6-4 5-2-8 5-2-8 6-6-8 1-4-0 0-2-0 2-4-3 1-10-13 4.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-0-12], [1:0-2-0,1-4-9] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. Job 1802382R Truss AM05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784554 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:03:39 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-XODHfofUqVvlQ_Eu0frC5DGmEhKIMpQyI8RDvYyZT2o Scale = 1:14.2 1 3 4 5 7 6 2 8 9 10 2x4 1.5x4 3x4 1.5x4 2x4 0-10-14 0-9-1 -1-6-8 1-6-8 5-2-0 5-2-0 0-4-10 2-1-4 1-10-13 0-2-7 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job 1802382R Truss AM06 Truss Type Monopitch Structural Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784555 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:25 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-mI1WesqHUHoLUy2ViotDNYtWtqIbm?f3lergfIyZmom Scale = 1:16.2 1 2 3 4 5 7 6 11 12 2x4 1.5x4 4x4 1.5x4 2x4 5-2-0 5-2-0 -1-6-8 1-6-8 3-2-0 3-2-0 5-2-0 2-0-0 6-6-0 1-4-0 0-4-10 2-6-10 1-10-13 0-2-7 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job 1802382R Truss AT01 Truss Type Common Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784556 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:26 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-EVburCrvFbwC56ciFWOSvmQgXEYvVN_D_IaECkyZmol Scale = 1:65.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 4x6 4x4 4x4 1.5x4 4x4 1.5x4 1-6-8 1-6-8 1-8-4 0-1-12 9-3-1 7-6-13 16-9-15 7-6-14 24-4-12 7-6-13 24-6-8 0-1-12 26-1-0 1-6-8 1-8-4 1-8-4 7-4-6 5-8-2 13-0-8 5-8-2 18-8-10 5-8-2 Job 1802382R Truss BGR1 Truss Type Common Girder Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784557 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:27 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-ih9G3YsX0u23jGBupDviSzyogen_ElXMCyKnkAyZmok Scale = 1:69.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 3x4 4x6 3x4 10x12 5x6 10x10 4x4 5x6 10x10 4x4 5x12 MT20HS 5x12 MT20HS JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 7-9-3 7-9-3 11-6-0 3-8-13 15-2-13 3-8-13 23-0-0 7-9-3 4-0-5 4-0-5 7-9-3 3-8-13 11-6-0 3-8-13 15-2-13 3-8-13 18-11-11 Job 1802382R Truss BGR1 Truss Type Common Girder Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784557 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:27 2018 Page 2 ID:eF0tHX8ZgLxWvSmRShRydoyba33-ih9G3YsX0u23jGBupDviSzyogen_ElXMCyKnkAyZmok LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=-832(B) 9=-832(B) 14=-833(B) 15=-832(B) 16=-832(B) 17=-832(B) 18=-832(B) 19=-832(B) 20=-832(B) 21=-832(B) 22=-832(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802382R Truss CGE1 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784558 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:05:14 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-FfSBbHo4ShtGJa?8462URFh_f_iO7kZx8QxlkYyZT1J Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 76 77 75 3x6 3x6 3x4 3x4 4x6 3x6 5x6 5x6 5x6 3x6 3x6 1-6-8 1-6-8 1-6-11 0-0-3 24-0-12 22-6-1 24-2-4 0-1-8 26-0-12 Job 1802382R Truss CGE1 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784558 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:05:15 2018 Page 2 ID:eF0tHX8ZgLxWvSmRShRydoyba33-js0aodpiD_?7xkaLeqZj_SE9PO2dsBp4N4hJH_yZT1I 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802382R Truss CT01 Truss Type Piggyback Base Qty 7 Ply 1 Imhoff Residence Job Reference (optional) I34784559 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:35 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-TDeIkHyZ7M3whUoQHv2anfI4VsWv6JJX2BGC0jyZmoc Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3x6 5x6 5x6 3x6 5x6 3x4 4x6 4x6 5x9 2x4 5x9 4x8 2x4 3x6 3x6 2x4 6x8 5x12 MT20HS 4x6 4x6 2x4 3x6 1-6-8 1-6-8 1-8-4 0-1-12 5-7-6 Job 1802382R Truss DT01 Truss Type Piggyback Base Qty 13 Ply 1 Imhoff Residence Job Reference (optional) I34784560 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:36 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-xQCgxdzBufBnIeNdrcZpJtqKCGvErtMhHr0lY9yZmob Scale = 1:67.8 2 3 4 5 6 7 1 13 12 11 10 9 8 18 19 20 21 22 24 25 26 27 23 3x4 5x6 3x4 3x4 1.5x4 6x6 4x6 3x6 1.5x4 4x4 3x4 3x4 3x4 5x9 1-2-8 1-2-8 6-7-2 5-4-10 12-6-7 5-11-5 12-9-4 0-2-13 21-1-3 8-3-15 29-11-8 8-10-5 6-7-2 6-7-2 12-6-7 5-11-5 16-2-4 Job 1802382R Truss EGR1 Truss Type Piggyback Base Girder Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784561 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:37 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-Qcl29zzpfzJewoypPK52s4NcvgHWaI7qWVlJ4byZmoa Scale = 1:70.0 1 2 3 4 5 10 9 8 7 11 12 13 14 6 15 16 17 18 19 20 21 22 23 24 1.5x4 5x6 1.5x4 4x6 4x4 10x10 3x4 6x6 4x4 4x4 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 5-10-13 5-10-13 11-6-2 5-7-5 17-5-0 5-10-14 3-7-12 3-7-12 8-1-11 4-5-15 12-7-9 4-5-15 17-5-0 4-9-7 8-6-13 11-0-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [7:0-3-0,0-4-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL Job 1802382R Truss EGR1 Truss Type Piggyback Base Girder Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784561 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:37 2018 Page 2 ID:eF0tHX8ZgLxWvSmRShRydoyba33-Qcl29zzpfzJewoypPK52s4NcvgHWaI7qWVlJ4byZmoa LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 11=-562(B) 13=-558(B) 14=-558(B) 16=-558(B) 17=-558(B) 19=-558(B) 21=-558(B) 22=-558(B) 24=-562(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802382R Truss FGE1 Truss Type GABLE Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784562 84 Lumber-0783, Franklin, Indiana, . 8.220 s May 29 2018 MiTek Industries, Inc. Thu Sep 27 10:28:12 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-HF2eoXKjxiwdpiFVeMCcb5mViT_8_?2m0plg5gyZShn Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 28 21 20 19 29 18 30 17 16 4x6 3x6 3x6 3x4 5x6 1-6-6 1-6-6 1-6-8 0-0-2 23-1-8 21-7-0 15-5-4 15-5-4 22-7-2 7-1-14 23-1-8 0-6-6 0-2-8 10-6-0 10-1-12 10-6-0 8.00 12 Plate Offsets (X,Y)-- [4:0-2-2,0-0-0], [5:0-2-8,0-2-4], [5:0-0-0,0-1-12], [10:0-3-0,0-0-2], [14:0-3-0,0-0-2], [22:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802382R Truss FGE2 Truss Type GABLE Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784563 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:39 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-M?toaf?3BaZM966CWl7WxVSvAT2k2Jh7zpEQ9UyZmoY Scale = 1:61.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 4x4 4x4 4x6 3x4 3x4 5x6 21-7-0 21-7-0 13-10-12 13-10-12 21-0-10 7-1-14 21-7-0 0-6-6 1-2-13 10-6-0 10-1-12 10-6-0 8.00 12 Plate Offsets (X,Y)-- [4:0-2-2,0-0-0], [5:0-2-8,0-2-4], [5:0-0-0,0-1-12], [10:0-2-0,0-2-3], [14:0-2-0,0-2-3], [21:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 1802382R Truss FT01 Truss Type Piggyback Base Qty 8 Ply 1 Imhoff Residence Job Reference (optional) I34784564 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:40 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-qBRAn?0hyuhDnFhO4SelUj?yLtKWnYZGCT_zhwyZmoX Scale = 1:67.8 1 2 3 4 5 6 7 12 11 10 9 8 15 16 17 3x4 5x6 5x6 4x8 3x4 3x4 1.5x4 3x4 4x4 3x4 3x4 3x6 1-6-8 1-6-8 1-8-4 0-1-12 8-8-13 7-0-9 15-9-7 7-0-10 23-1-8 7-4-1 1-8-4 1-8-4 8-6-12 6-10-8 15-5-4 6-10-8 22-7-2 7-1-14 23-1-8 0-6-6 0-2-8 10-6-0 10-1-12 10-6-0 8.00 12 Job 1802382R Truss FT02 Truss Type Piggyback Base Qty 12 Ply 1 Imhoff Residence Job Reference (optional) I34784565 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:41 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-IN?Z?K1KjCp4PPGae99_0wX6?HgjW6FQR7jWDMyZmoW Scale = 1:65.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 3x4 5x6 5x6 4x8 3x4 4x4 3x4 3x4 4x4 4x4 3x4 7-3-8 7-3-8 14-3-8 7-0-0 21-7-0 7-3-8 7-1-2 7-1-2 13-10-12 6-9-10 21-0-10 7-1-14 21-7-0 0-6-6 1-2-13 10-6-0 10-1-12 10-6-0 8.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [5:0-4-4,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL Job 1802382R Truss GGE1 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784566 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:41 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-IN?Z?K1KjCp4PPGae99_0wXBdHipW9mQR7jWDMyZmoW Scale = 1:55.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 4x8 2x4 3x4 2x4 3x4 1.5x4 4x8 3x4 4x8 1.5x4 1.5x4 3-3-8 3-3-8 10-2-2 6-10-10 17-0-12 6-10-10 3-3-8 3-3-8 10-2-2 6-10-10 17-0-12 6-10-10 6-9-11 9-0-0 8.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802382R Truss HT01 Truss Type Flat Girder Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784567 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:42 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-maZxCg1yUVxx0ZrmBtgDZ84FUh_vFUyZfnT4mpyZmoV Scale = 1:54.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 6x12 MT20HS 1.5x4 5x12 MT20HS 5x6 10x10 4x4 10x10 4x4 12x12 6x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Special 3-6-14 3-6-14 7-0-0 3-5-2 10-5-2 3-5-2 14-0-0 3-6-14 3-6-14 3-6-14 7-0-0 3-5-2 10-5-2 3-5-2 14-0-0 3-6-14 8-7-11 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [5:0-2-0,0-1-12], [6:Edge,0-3-8], [7:0-3-8,0-6-0], [8:0-3-8,0-5-12], [9:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL Job 1802382R Truss HT01 Truss Type Flat Girder Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784567 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:42 2018 Page 2 ID:eF0tHX8ZgLxWvSmRShRydoyba33-maZxCg1yUVxx0ZrmBtgDZ84FUh_vFUyZfnT4mpyZmoV LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 6=-657(F) 11=-1963(F) 12=-1963(F) 13=-1963(F) 14=-1963(F) 15=-1963(F) 16=-1963(F) 17=-1969(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802382R Truss IGE1 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784568 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:11:13 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-Ejevx19Gv_5Ktly8c0_gUy3KjiFVk8mnhnPFqEyZSxi Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x4 4x4 3x4 3x4 3x4 5x6 1-6-8 1-6-8 1-8-2 0-1-10 1-10-0 0-1-14 9-0-8 7-2-8 16-6-8 7-6-0 9-0-8 9-0-8 16-6-8 7-6-0 0-2-12 7-9-3 1-6-3 4-9-11 10.00 12 8.00 12 Job 1802382R Truss JS01 Truss Type Scissor Qty 5 Ply 1 Imhoff Residence Job Reference (optional) I34784569 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:44 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-iyhhdM3C?7BfGt_9JIjheZ9crUimjUbs75yBqhyZmoT Scale: 1/4"=1' 1 2 3 6 5 4 7 8 9 10 4x4 5x9 4x4 4x6 5x6 5x6 7-6-0 7-6-0 15-0-0 7-6-0 7-6-0 7-6-0 15-0-0 7-6-0 1-6-3 7-9-3 1-6-3 4-9-11 10.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job 1802382R Truss JS02 Truss Type Scissor Qty 9 Ply 1 Imhoff Residence Job Reference (optional) I34784570 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:45 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-B8E3qi4qmQJWt1ZLt?EwAminou2xSx90LlhkM8yZmoS Scale: 1/4"=1' 1 2 3 6 5 4 7 8 9 10 4x4 5x9 4x6 5x6 5x6 4x4 7-6-0 7-6-0 14-8-12 7-2-12 7-6-0 7-6-0 14-8-12 7-2-12 1-6-3 7-9-3 1-7-1 0-1-13 4-7-13 10.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job 1802382R Truss KGE1 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784571 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:12:24 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-fORlrJ0oBo2FvgtoHQlJtwVUuKUDtGQE0K6WqdyZSwb Scale = 1:45.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x4 4x4 2x4 3x4 3x4 5x6 1-6-14 1-6-14 1-8-10 0-1-12 1-10-6 0-1-12 8-6-14 6-8-8 15-6-14 7-0-0 8-6-14 8-6-14 15-6-14 7-0-0 0-2-7 7-4-3 1-6-3 4-5-11 10.00 12 8.00 12 Plate Offsets (X,Y)-- [18:0-2-4,0-1-5] LOADING (psf) TCLL Job 1802382R Truss LS01 Truss Type Scissor Qty 5 Ply 1 Imhoff Residence Job Reference (optional) I34784572 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:46 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-fLoS224SXkRMVA8YQjl9j_F?YIP4BOx9aPRHvayZmoR Scale = 1:45.6 1 2 3 6 5 4 7 8 9 10 3x4 5x9 3x4 4x4 4x6 4x6 7-0-0 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 1-6-3 7-4-3 1-6-3 4-5-11 10.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job 1802382R Truss MGE1 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784573 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:14:45 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-1WS2RXjF_7pFJK9u1XnN4frY49a6P_Z_RmmTHyyZSuO Scale = 1:48.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 27 28 29 26 14 3x4 3x4 4x4 3x4 3x4 1-6-7 1-6-7 24-0-6 22-5-15 24-0-8 0-0-2 25-7-0 1-6-8 8-4-8 8-4-8 14-11-0 6-6-8 25-7-0 10-8-0 0-2-0 2-11-8 7-3-13 0-2-8 4.00 12 8.00 12 LOADING (psf) Job 1802382R Truss MT01 Truss Type Roof Special Qty 4 Ply 1 Imhoff Residence Job Reference (optional) I34784574 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:49 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-3wUag47LqfpxMet76rIsLctUiVG2Oh6bGNfxWvyZmoO Scale = 1:48.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 4x6 4x6 5x9 3x6 3x4 4x8 4x6 3x4 4x4 3x4 1.5x4 3x4 1.5x4 1-6-8 1-6-8 1-8-4 0-1-12 5-0-6 3-4-2 9-1-1 4-0-11 16-5-14 7-4-13 23-10-12 7-4-14 24-0-8 Job 1802382R Truss NGE1 Truss Type Common Supported Gable Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784575 84 Lumber-0783, Franklin, Indiana 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Sep 27 10:15:55 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-__hW7TZ9VddJj5VL8E2owQlagNV2pfMHYfjAkuyZStI Scale = 1:35.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 4x4 3x4 1-6-8 1-6-8 13-2-13 11-8-5 14-9-0 1-6-3 7-4-8 7-4-8 14-9-0 7-4-8 0-2-12 6-4-8 0-2-12 10.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-0-12], [16:0-2-0,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job 1802382R Truss NT01 Truss Type Common Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784576 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:51 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-?IcL5l8bMG4fby1VDGLKQ1yzkJ8Pskgukh82anyZmoM Scale = 1:40.8 1 2 3 4 5 8 7 6 13 14 15 16 3x4 3x4 4x8 4x4 3x6 1.5x4 3x6 1.5x4 1-6-8 1-6-8 1-8-4 0-1-12 7-4-8 5-8-4 13-0-12 5-8-4 13-2-8 0-1-12 14-9-0 1-6-8 1-8-4 1-8-4 7-4-8 5-8-4 13-0-12 5-8-4 14-9-0 1-8-4 0-2-12 6-4-8 0-2-12 10.00 12 LOADING (psf) Job 1802382R Truss PB01 Truss Type PIGGYBACK Qty 13 Ply 1 Imhoff Residence Job Reference (optional) I34784577 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:51 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-?IcL5l8bMG4fby1VDGLKQ1ywfJ0Kshiukh82anyZmoM Scale = 1:54.3 1 2 3 4 5 6 9 8 7 10 11 12 3x4 3x4 3x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 13-9-4 13-9-4 13-9-4 13-9-4 0-4-7 9-2-3 0-1-8 9-0-11 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 1802382R Truss PB02 Truss Type PIGGYBACK Qty 1 Ply 2 Imhoff Residence Job Reference (optional) I34784578 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:52 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-TV9jI59D7aCWD5chnzsZzFV9JjSBbBb2yLuc6EyZmoL Scale = 1:54.3 1 2 3 4 5 6 9 8 7 10 11 12 3x4 2x4 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 13-9-4 13-9-4 13-9-4 13-9-4 0-4-7 9-2-3 0-1-8 9-0-11 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 1802382R Truss PB03 Truss Type PIGGYBACK Qty 2 Ply 1 Imhoff Residence Job Reference (optional) I34784579 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:53 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-yhj5WRAruuKNrFBuLhNoVS1M96szKfTBB?d9fgyZmoK Scale: 3/4"=1' 1 2 3 4 5 6 4x4 2x4 1.5x4 2x4 7-1-14 7-1-14 3-6-15 3-6-15 7-1-14 3-6-15 0-4-7 2-4-10 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Job 1802382R Truss PB04 Truss Type PIGGYBACK Qty 20 Ply 1 Imhoff Residence Job Reference (optional) I34784580 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:53 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-yhj5WRAruuKNrFBuLhNoVS1M96szKfTBB?d9fgyZmoK Scale: 3/4"=1' 1 2 3 4 5 6 4x4 2x4 1.5x4 2x4 7-1-14 7-1-14 3-6-15 3-6-15 7-1-14 3-6-15 0-4-7 2-4-10 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Job 1802382R Truss PB05 Truss Type PIGGYBACK Qty 7 Ply 1 Imhoff Residence Job Reference (optional) I34784581 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:54 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-QtHTjnBTfBSESPl4uOu12gaW7WBq34tKQeNiB6yZmoJ Scale = 1:42.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x4 3x4 3x4 3x4 20-10-8 20-10-8 10-5-4 10-5-4 20-10-8 10-5-4 0-4-7 6-10-0 6-11-8 0-1-8 0-4-7 0-1-8 8.00 12 Plate Offsets (X,Y)-- [13:0-1-15,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job 1802382R Truss PB06 Truss Type PIGGYBACK Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784582 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:55 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-u4rrx7B6QVa54ZKGS6PGat7jtwZ8oYvUfI6GjYyZmoI Scale = 1:42.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x4 3x4 3x4 3x4 20-10-8 20-10-8 10-5-4 10-5-4 20-10-8 10-5-4 0-4-7 6-10-0 6-11-8 0-1-8 0-4-7 0-1-8 8.00 12 Plate Offsets (X,Y)-- [19:0-1-15,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 Job 1802382R Truss PB07 Truss Type PIGGYBACK Qty 1 Ply 1 Imhoff Residence Job Reference (optional) I34784583 84 Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Wed Sep 26 11:35:56 2018 Page 1 ID:eF0tHX8ZgLxWvSmRShRydoyba33-MGPE8TCkBpiyijvT0pwV75ftUKt2X_0dtyspF?yZmoH Scale = 1:43.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 3x4 13-9-4 13-9-4 13-9-4 13-9-4 0-4-7 9-2-3 0-1-8 9-0-11 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 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 ! "# ! " ! "$ %& ’ ’ ( ) %*( ) ! "# ! " ! "$ !"# "# !"# !"# ! !"# !#$% !#$% #$% $% $ % $% $% $% $% $% $% $% $% $% $ % $% # & # " # ’( # #" " ) # " ( # ## ’ " # ( * " ) " "## # # #( " +" #, ( " ( #) # # ##" ## ’ # # ) ( ’( # ## ’ * " # ) " "## # # +" #) # #"’ # ) #"" " # ## ’( # ( # - & "## #) # "( ( "## #) ’ +" ## #) # ( # # ## ’ ) # "# ’ #( "’ &( ##’ #( # & ) & & #( #"# # " ’ ) # ! # ) # " # & # ! # # ) #"# # # ’ #" " ( ’ !"’( ## ’( * ) ../ 012 30415 5642 13 5642 78 5642 199: 5642 7;5 5642 !.<=2 =2 162 ** 01> :2 ?75; :2 4@A; :2 #2 2 ) 9<*/6B 2 ) 9<*/6B 2 ) 9<*/6B 2) 9<*/6B C79;75 .;2 &7; #8;2 D84 60 #81@752 E "))) # ) ! ! ! " ! " D4.// ?7;@ #75D1 ?>5. 10D9( ! 0141D .1; 01A97( ;711 //7@2$ % 1F2 $ % PERMIT ONLY − NOT FOR CONSTRUCTION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PERMIT ONLY − NOT FOR CONSTRUCTION CSI. TC BC WB Matrix-S 0.11 0.11 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 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* 8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 9-16 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-16 REACTIONS. All bearings 12-8-13. (lb) - Max Horz 2=268(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 13, 14 except 11=291(LC 18), 15=252(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/250 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 13-7-8 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 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) 11, 12, 13, 14, 15. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.02 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 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 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. REACTIONS. All bearings 19-4-10. (lb) - Max Horz 2=-131(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 20, 21, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 7-5-4, Exterior(2) 7-5-4 to 13-5-4, Interior(1) 13-5-4 to 17-7-6, Exterior(2) 17-7-6 to 20-7-6 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 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, 20, 21, 22, 23, 17, 16, 15, 14. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 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. REACTIONS. All bearings 19-4-10. (lb) - Max Horz 2=-131(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=369(LC 21), 14=415(LC 18), 15=256(LC 1), 11=415(LC 19), 10=256(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-274/141, 6-11=-273/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 7-5-4, Exterior(2) 7-5-4 to 13-5-4, Interior(1) 13-5-4 to 17-7-6, Exterior(2) 17-7-6 to 20-7-6 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 11, 10, 8. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.12 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 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. REACTIONS. (lb/size) 2=155/5-8-0, 4=155/5-8-0, 6=202/5-8-0 Max Horz 2=-43(LC 8) Max Uplift 2=-22(LC 10), 4=-28(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) V(IRC2012)=91mph; TCDL=6.0psf; 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 ;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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.12 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 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. REACTIONS. (lb/size) 2=155/5-8-0, 4=155/5-8-0, 6=202/5-8-0 Max Horz 2=-43(LC 8) Max Uplift 2=-22(LC 10), 4=-28(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) V(IRC2012)=91mph; TCDL=6.0psf; 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 ;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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.36 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.01 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 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. Except: 6-0-0 oc bracing: 6-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (lb/size) 2=198/12-8-13, 8=575/12-8-13, 9=286/12-8-13 Max Horz 2=268(LC 10) Max Uplift 8=-141(LC 10), 9=-73(LC 10) Max Grav 2=206(LC 20), 8=816(LC 18), 9=286(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/258 WEBS 5-8=-405/157 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 13-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 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, with BCDL = 10.0psf. 11) 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. N/A 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.72 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.01 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 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. Except: 6-0-0 oc bracing: 6-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (lb/size) 2=198/12-8-13, 8=575/12-8-13, 9=286/12-8-13 Max Horz 2=268(LC 10) Max Uplift 8=-141(LC 10), 9=-73(LC 10) Max Grav 2=206(LC 20), 8=816(LC 18), 9=286(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/258 WEBS 5-8=-405/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 13-7-8 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. N/A 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.30 0.20 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=580/0-3-8, 8=580/0-3-8 Max Horz 8=-117(LC 6) Max Uplift 6=-7(LC 11), 8=-7(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/63, 3-4=-407/63 WEBS 4-6=-513/154, 2-8=-513/154 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 4-4-8, Exterior(2) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 11-7-7, Exterior(2) 11-7-7 to 14-7-7 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 8. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.06 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 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 Sheathed or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-8-0 except (jt=length) 16=0-3-8, 10=0-3-8. (lb) - Max Horz 15=-117(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 12, 11, 10 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-9 to 3-4-8, Exterior(2) 3-4-8 to 4-4-8, Corner(3) 4-4-8 to 10-4-8, Exterior(2) 10-4-8 to 11-4-8, Corner(3) 11-4-8 to 14-7-7 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 12, 11, 10. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0-1-12 25-7-0 1-6-8 1-8-4 1-8-4 5-0-6 3-4-2 8-4-8 3-4-2 14-11-0 6-6-8 19-4-14 4-5-14 23-10-12 4-5-14 25-7-0 1-8-4 0-2-0 2-11-8 7-3-13 0-2-8 4.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-11-7,0-1-8], [14:0-2-10,0-0-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.85 0.96 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.41 0.04 (loc) 10-12 10-12 9 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 2-14: 2x6 SPF No.2, 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1033/0-3-8, 14=1168/0-3-8 Max Horz 14=145(LC 11) Max Uplift 9=-13(LC 13), 14=-40(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1618/15, 2-3=-1835/61, 3-4=-1753/89, 4-5=-2128/173, 5-6=-990/88 BOT CHORD 1-14=-20/1646, 13-14=-111/1646, 12-13=-81/1732, 10-12=0/714, 9-10=0/810 WEBS 2-14=-714/123, 4-12=-878/186, 5-12=-143/1443, 5-10=-9/325, 6-9=-964/45, 7-9=-253/127, 4-13=-257/82 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 11-11-0, Exterior(2) 11-11-0 to 17-11-0, Interior(1) 17-11-0 to 22-4-15, Exterior(2) 22-4-15 to 25-4-15 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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, with BCDL = 10.0psf. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 14. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-20=-100, 4-20=-60, 4-5=-60, 5-8=-60, 1-8=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.23 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.00 (loc) 25-26 25-26 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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 Sheathed or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 22-6-0 except (jt=length) 26=0-3-8, 14=0-3-8. (lb) - Max Horz 25=145(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 24, 25, 18, 17, 16, 15, 26, 14 Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 18, 17, 16, 15, 26, 14 except 19=263(LC 24), 25=326(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-25=-327/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-4-13 to 3-4-13, Exterior(2) 3-4-13 to 11-11-0, Corner(3) 11-11-0 to 17-11-0, Exterior(2) 17-11-0 to 22-5-0, Corner(3) 22-5-0 to 25-5-0 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) 21, 22, 23, 24, 25, 18, 17, 16, 15, 26, 14. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.72 0.34 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.16 (loc) 4-5 4-5 4 l/defl >999 >655 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-5,3-5: 2x4 SPF No.2 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. REACTIONS. (lb/size) 6=548/0-3-8, 4=548/0-3-8 Max Horz 6=-111(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1184/0, 2-3=-1184/43, 1-6=-571/118, 3-4=-571/98 BOT CHORD 5-6=-170/319 WEBS 2-5=0/960, 1-5=0/734, 3-5=0/796 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-0, Exterior(2) 4-0-0 to 10-0-0, Interior(1) 10-0-0 to 10-10-4, Exterior(2) 10-10-4 to 13-10-4 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 15 16-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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 Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-0-0. (lb) - Max Horz 18=132(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 13, 12 except 10=-167(LC 18), 18=-129(LC 6), 17=-125(LC 7), 11=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 18, 18, 14, 15, 16, 17, 13, 12 except 11=286(LC 18) 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-14 to 3-1-14, Exterior(2) 3-1-14 to 5-6-14, Corner(3) 5-6-14 to 11-6-14, Exterior(2) 11-6-14 to 12-5-2, Corner(3) 12-5-2 to 15-5-2 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 13, 12 except (jt=lb) 10=167, 18=129, 17=125, 11=123. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.91 0.40 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.18 (loc) 5-6 5-6 4 l/defl >999 >531 n/a L/d 240 180 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 Stud *Except* 1-5,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=578/0-3-8, 4=578/Mechanical Max Horz 6=118(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1272/4, 2-3=-1266/51, 1-6=-611/132, 3-4=-601/99 BOT CHORD 5-6=-190/357 WEBS 2-5=0/1039, 1-5=0/778, 3-5=0/862 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-6-0, Exterior(2) 4-6-0 to 10-6-0, Interior(1) 10-6-0 to 11-7-0, Exterior(2) 11-7-0 to 14-7-0 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.92 0.40 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.20 (loc) 5-6 5-6 4 l/defl >999 >540 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-5,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=588/0-3-8, 4=588/0-3-8 Max Horz 6=119(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1315/0, 2-3=-1315/42, 1-6=-621/130, 3-4=-621/102 BOT CHORD 5-6=-186/358, 4-5=-89/250 WEBS 2-5=0/1086, 1-5=0/816, 3-5=0/886 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-6-0, Exterior(2) 4-6-0 to 10-6-0, Interior(1) 10-6-0 to 11-10-4, Exterior(2) 11-10-4 to 14-10-4 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Offsets (X,Y)-- [18:0-2-0,0-1-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 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 Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 15-0-0. (lb) - Max Horz 18=140(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 13, 12 except 10=-112(LC 9), 18=-108(LC 6), 17=-118(LC 10), 11=-117(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 18, 18, 15, 16, 17, 13, 12 except 14=258(LC 11), 11=264(LC 18) 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-9 to 3-0-8, Exterior(2) 3-0-8 to 6-0-8, Corner(3) 6-0-8 to 12-0-8, Exterior(2) 12-0-8 to 13-4-12, Corner(3) 13-4-12 to 16-4-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 13, 12 except (jt=lb) 10=112, 18=108, 17=118, 11=117. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.98 0.61 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.15 0.01 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 283 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 2-10 REACTIONS. (lb/size) 10=6442/(0-3-8 + Two SBP4 USP) (req. 0-5-1), 6=9056/0-3-8 (req. 0-7-2) Max Uplift 10=-104(LC 4) Max Grav 10=6447(LC 2), 6=9056(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2375/37, 3-4=-3140/48, 4-5=-2445/38, 5-6=-5902/115 BOT CHORD 9-10=-37/2375, 8-9=-48/3140, 7-8=-38/2445 WEBS 2-10=-6115/94, 2-9=-17/5441, 3-9=-1983/30, 3-8=0/1680, 4-8=-28/1802, 4-7=-1850/95, 5-7=-96/6284 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. 10) Two SBP4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 13-5-4 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 657 lb down at 13-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.35 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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* 1-10: 2x6 SPF No.2, 4-11: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 2-9, 3-7 JOINTS 1 Brace at Jt(s): 5, 11 REACTIONS. (lb/size) 6=667/0-3-0, 10=667/Mechanical Max Horz 10=62(LC 10) Max Uplift 6=-65(LC 7) Max Grav 6=717(LC 2), 10=674(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/36, 2-3=-356/39, 3-4=-356/39, 4-5=-356/39, 5-6=-609/99, 1-10=-675/23 WEBS 2-9=-330/71, 3-7=-460/142, 7-11=-60/556, 5-11=-72/588, 1-9=-7/519 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 7-6-7, Interior(1) 7-6-7 to 13-11-0, Exterior(2) 13-11-0 to 16-11-0 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.90 0.48 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.22 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,1-11: 2x4 SPF Stud, 6-7: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 2-11, 6-7 REACTIONS. (lb/size) 11=852/Mechanical, 7=852/0-3-8 Max Horz 11=271(LC 10) Max Uplift 7=-56(LC 10) Max Grav 11=855(LC 17), 7=943(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/121, 2-4=-1101/168, 4-5=-456/69, 5-6=-584/110, 1-11=-290/104, 6-7=-795/146 BOT CHORD 10-11=-185/857, 8-10=-65/472 WEBS 2-10=-376/264, 4-10=-211/674, 4-8=-435/179, 5-8=-98/784, 2-11=-818/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-7-13, Exterior(2) 9-7-13 to 21-5-4 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [6:0-4-4,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.89 0.48 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.22 0.02 (loc) 9-11 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,3-11: 2x4 SPF Stud, 7-8: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-4 oc bracing: 11-12. WEBS 1 Row at midpt 3-12, 5-9, 6-9, 7-8 REACTIONS. (lb/size) 12=977/0-3-8, 8=847/0-3-8 Max Horz 12=302(LC 10) Max Uplift 8=-63(LC 6) Max Grav 12=977(LC 1), 8=939(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/218, 3-5=-1010/507, 5-6=-446/256, 6-7=-580/299, 7-8=-789/403 BOT CHORD 11-12=-463/760, 9-11=-251/457 WEBS 2-12=-412/209, 3-12=-787/166, 3-11=-366/252, 5-11=-369/566, 5-9=-431/177, 6-9=-417/751 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-0 to 3-2-0, Interior(1) 3-2-0 to 11-2-5, Exterior(2) 11-2-5 to 22-11-12 zone; cantilever left and right exposed ; end vertical left exposed; porch 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces. 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 8) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.34 0.19 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 15-16: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 6-23,4-24,3-25,2-26: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 13-17, 12-18, 11-19, 9-20, 8-21 REACTIONS. All bearings 21-7-0. (lb) - Max Horz 27=273(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24 except 27=-117(LC 8), 26=-306(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except 27=403(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-272/194, 1-2=-377/298, 2-3=-266/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-10-12, Corner(3) 10-10-12 to 16-10-12, Exterior(2) 16-10-12 to 18-0-10, Corner(3) 18-0-10 to 21-5-4 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 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, 17, 18, 19, 20, 21, 22, 23, 24 except (jt=lb) 27=117, 26=306. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 -0.00 (loc) 26-27 26-27 27 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 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* 6-23,4-24,3-25,2-26: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 13-17, 12-18, 11-19, 9-20, 8-21 REACTIONS. All bearings 21-7-0 except (jt=length) 27=0-3-8. (lb) - Max Horz 26=304(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 27 except 26=-265(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except 27=373(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-338/273, 2-3=-282/216 BOT CHORD 1-27=-233/302, 26-27=-233/302 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-2-0 to 3-1-8, Exterior(2) 3-1-8 to 12-5-4, Corner(3) 12-5-4 to 18-5-4, Exterior(2) 18-5-4 to 19-7-2, Corner(3) 19-7-2 to 22-11-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 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) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 27 except (jt=lb) 26=265. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.13 0.56 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6, 1-10, 2-10 REACTIONS. (lb/size) 6=3204/Mechanical, 10=3192/0-5-8 Max Horz 10=71(LC 24) Max Uplift 6=-123(LC 5), 10=-42(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1190/53, 3-4=-1180/46 BOT CHORD 9-10=-57/754, 7-9=-61/1219, 6-7=-45/1022 WEBS 2-9=-37/2080, 4-7=-14/1956, 4-6=-2468/109, 2-10=-2358/53 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=123. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 16-8-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 3-7-13 22-11-2 6-8-14 29-11-8 7-0-6 0-2-8 11-0-0 9-0-0 2-0-0 11-0-0 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-11-1], [1:0-0-10,0-0-4], [5:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.58 0.76 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.39 -0.03 (loc) 8-9 8-9 11 l/defl >999 >530 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,2-12: 2x4 SPF Stud WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-11, 6-9, 6-8 REACTIONS. (lb/size) 8=677/Mechanical, 11=1188/0-5-8, 1=437/0-3-0 Max Horz 1=300(LC 10) Max Uplift 8=-58(LC 7), 11=-146(LC 10) Max Grav 8=713(LC 2), 11=1214(LC 2), 1=437(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/9, 5-6=-391/18 BOT CHORD 1-13=-246/290, 12-13=-246/290, 11-12=-195/282, 4-11=-316/155, 8-9=-39/378 WEBS 2-12=-385/252, 5-11=-627/69, 5-9=0/370, 6-8=-588/64 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 1-4-0 to 4-4-0, Interior(1) 4-4-0 to 11-11-5, Exterior(2) 11-11-5 to 20-5-3, Interior(1) 20-5-3 to 26-9-12, Exterior(2) 26-9-12 to 29-9-12 zone; cantilever left and right exposed ; end vertical left exposed; porch 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 1. This connection is for uplift only and does not consider lateral forces. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 3-11-2 9-8-4 4-0-14 19-3-6 9-7-2 28-10-8 9-7-2 38-5-10 9-7-2 48-4-4 9-10-10 1-8-4 1-8-4 5-7-6 3-11-2 9-8-4 4-0-14 15-10-8 6-2-4 20-0-6 4-1-14 24-2-4 4-1-14 31-1-12 6-11-8 38-1-4 6-11-8 45-0-12 6-11-8 48-4-4 3-3-8 0-2-0 5-5-8 11-0-0 8-9-11 11-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-11-4,0-2-3], [8:0-3-12,0-2-0], [12:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.90 0.96 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.73 0.09 (loc) 14-15 14-15 14 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 248 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 1-20,14-16: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 2-23: 2x6 SPF No.2, 4-21,6-19,3-22,3-21: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-13 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-21, 9-17, 9-15, 11-15, 13-14 2 Rows at 1/3 pts 12-14 REACTIONS. (lb/size) 21=2117/0-3-8, 14=1495/Mechanical, 23=213/0-3-8 Max Horz 23=287(LC 12) Max Uplift 21=-67(LC 12), 14=-9(LC 9), 23=-84(LC 8) Max Grav 21=2134(LC 2), 14=2007(LC 39), 23=279(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-63/297, 3-4=-178/520, 4-6=-136/522, 6-7=-1983/53, 7-8=-1978/146, 8-9=-1770/126, 9-11=-1480/107, 11-12=-1480/107 BOT CHORD 22-23=-320/17, 21-22=-320/17, 19-21=-128/1453, 17-19=-81/1539, 15-17=-87/1813, 14-15=-28/560 WEBS 2-23=-265/120, 4-21=-529/133, 6-21=-2454/147, 6-19=0/297, 7-19=-520/146, 8-19=-109/724, 8-17=-65/608, 9-17=-350/309, 9-15=-593/60, 11-15=-792/135, 12-15=-61/1769, 12-14=-1961/108, 3-21=-450/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 5-2-13, Interior(1) 5-2-13 to 19-4-4, Exterior(2) 19-4-4 to 29-0-4, Interior(1) 29-0-4 to 40-2-12, Exterior(2) 40-2-12 to 48-2-8 zone; cantilever left and right exposed ; end vertical left exposed; porch 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 21 and 23. This connection is for uplift only and does not consider lateral forces. 11) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1-10-8 28-0-12 2-0-0 30-0-12 2-0-0 32-0-12 2-0-0 34-0-12 2-0-0 36-0-12 2-0-0 38-0-12 2-0-0 40-0-12 2-0-0 42-0-12 2-0-0 44-0-12 2-0-0 48-4-4 4-3-8 15-10-8 15-10-8 24-0-12 8-2-4 24-2-4 0-1-8 26-0-12 1-10-8 28-0-12 2-0-0 30-0-12 2-0-0 32-0-12 2-0-0 34-0-12 2-0-0 36-0-12 2-0-0 38-0-12 2-0-0 40-0-12 2-0-0 42-0-12 2-0-0 44-0-12 2-0-0 45-0-12 1-0-0 48-4-4 3-3-8 0-2-0 5-5-8 11-0-0 8-9-11 11-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [14:0-4-4,0-2-4], [26:0-3-0,0-3-0], [35:0-4-4,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.24 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.00 (loc) 74-75 74-75 75 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 451 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* 10-67,8-68,7-70,6-71,4-72,3-73,2-74: 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-35. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 37-38, 35-40, 33-42, 31-44, 29-46, 27-48, 25-50, 23-53, 21-55, 19-57, 17-59, 15-61, 13-63, 12-65, 36-39, 18-58, 20-56, 22-54, 24-52, 26-49, 28-47, 30-45, 32-43, 34-41, 16-60, 14-62 REACTIONS. All bearings 46-9-12 except (jt=length) 75=0-3-8. (lb) - Max Horz 74=287(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 38, 40, 42, 44, 46, 48, 50, 53, 55, 57, 59, 61, 63, 65, 66, 67, 68, 70, 71, 72, 73, 39, 58, 56, 54, 52, 49, 47, 45, 43, 41, 60, 62 except 74=-102(LC 12) Max Grav All reactions 250 lb or less at joint(s) 38, 40, 42, 44, 46, 48, 50, 53, 55, 57, 59, 61, 63, 67, 68, 70, 71, 72, 73, 39, 58, 56, 54, 52, 49, 47, 45, 43, 41, 60, 62, 75 except 65=265(LC 32), 66=256(LC 32), 74=324(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-76=-287/140, 2-76=-276/156 BOT CHORD 1-75=-141/300, 74-75=-141/300 WEBS 2-74=-323/187 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-4-13 to 5-0-12, Exterior(2) 5-0-12 to 19-0-12, Corner(3) 19-0-12 to 29-0-12, Exterior(2) 29-0-12 to 40-0-12, Corner(3) 40-0-12 to 48-2-8 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 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) 38, 40, 42, 44, 46, 48, 50, 53, 55, 57, 59, 61, 63, 65, 66, 67, 68, 70, 71, 72, 73, 39, 58, 56, 54, 52, 49, 47, 45, 43, 41, 60, 62 except (jt=lb) 74=102. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued 12) Graphical on page purlin 2 representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 3-8-13 23-0-0 4-0-5 1-6-3 11-1-3 1-6-3 10.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-5-8], [10:0-1-12,0-0-0], [11:0-0-0,0-3-10], [11:0-5-4,0-6-0], [12:0-3-8,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.57 0.96 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.04 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 357 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 8-11: 2x8 SP DSS WEBS 2x4 SPF No.2 *Except* 6-9,2-12,2-13,6-8: 2x4 SPF Stud, 1-13,7-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=5634/(0-3-8 + Two SBP4 USP) (req. 0-4-7), 8=5319/(0-3-8 + Two SBP4 USP) (req. 0-4-3) Max Horz 13=182(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1514/0, 2-3=-5213/0, 3-4=-3956/0, 4-5=-3956/0, 5-6=-5189/0, 6-7=-1475/0, 1-13=-1049/0, 7-8=-1024/0 BOT CHORD 12-13=0/3618, 10-12=0/3949, 9-10=0/3930, 8-9=0/3597 WEBS 4-10=0/4733, 5-10=-2105/0, 5-9=0/2449, 6-9=0/511, 3-10=-2148/0, 3-12=0/2504, 2-12=0/510, 2-13=-3871/0, 6-8=-3886/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) Two SBP4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 8. This connection is for uplift only and does not consider lateral forces. 9) Use USP JL26 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-1-4 from the left end to 21-1-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 24-4-12 5-8-2 26-1-0 1-8-4 0-2-12 11-1-3 0-2-12 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.34 0.50 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.19 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 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* 7-11,8-10,3-13,2-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 3-14 REACTIONS. (lb/size) 10=1033/0-3-8, 14=1033/0-3-8 Max Horz 14=-208(LC 6) Max Uplift 10=-11(LC 11), 14=-11(LC 10) Max Grav 10=1054(LC 18), 14=1054(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/133, 3-5=-969/164, 5-7=-969/164, 7-8=-275/133 BOT CHORD 13-14=-59/825, 11-13=0/585, 10-11=0/726 WEBS 5-11=-119/508, 7-10=-902/0, 8-10=-294/194, 5-13=-119/508, 3-14=-902/0, 2-14=-294/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 10-0-8, Exterior(2) 10-0-8 to 16-0-8, Interior(1) 16-0-8 to 22-11-7, Exterior(2) 22-11-7 to 25-11-7 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 14. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.27 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.01 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=225/Mechanical, 2=339/1-9-8 Max Horz 2=87(LC 8) Max Uplift 6=-39(LC 12), 2=-88(LC 8) Max Grav 6=261(LC 19), 2=374(LC 18) 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-8 to 1-5-8, Interior(1) 1-5-8 to 3-6-0, Exterior(2) 3-6-0 to 6-6-0 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 11) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 3 3-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-3-2 except (jt=length) 2=0-3-8. (lb) - Max Horz 3=72(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 3=-167(LC 18), 2=-117(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 3, 7 except 2=398(LC 18) 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-8 to 1-5-8, Exterior(2) 1-5-8 to 2-0-4, Corner(3) 2-0-4 to 5-0-4 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 6, 7 except (jt=lb) 3=167, 2=117. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION TC BC WB Matrix-MP 0.22 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 1 4-6 4 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=238/Mechanical, 1=147/0-3-8 Max Horz 1=47(LC 8) Max Uplift 4=-55(LC 8) Max Grav 4=248(LC 19), 1=157(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 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) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION WB Matrix-MP 0.15 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-8 5-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=181/Mechanical, 2=329/0-3-8 Max Horz 2=72(LC 8) Max Uplift 5=-16(LC 12), 2=-56(LC 8) Max Grav 5=197(LC 19), 2=334(LC 19) 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) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-8 to 1-5-8, Interior(1) 1-5-8 to 1-9-6, Exterior(2) 1-9-6 to 5-0-4 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 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) 5. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION CSI. TC BC WB Matrix-MP 0.23 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-9 6-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=399/Mechanical, 2=412/0-3-8 Max Horz 2=85(LC 8) Max Uplift 6=-44(LC 12), 2=-48(LC 8) Max Grav 6=434(LC 19), 2=412(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-383/123 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-8 to 1-5-8, Interior(1) 1-5-8 to 3-6-0, Exterior(2) 3-6-0 to 6-6-0 zone; cantilever 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 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) 6. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.33 0.45 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=504/0-3-8, 5=436/Mechanical Max Horz 7=89(LC 8) Max Uplift 7=-89(LC 8), 5=-93(LC 8) Max Grav 7=513(LC 18), 5=470(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-507/146, 2-3=-604/194 BOT CHORD 1-7=-136/528, 6-7=-240/528, 5-6=-240/528 WEBS 2-7=-333/107, 3-5=-545/249 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-2-12, Exterior(2) 6-2-12 to 9-2-12 zone; cantilever left and right exposed ; end vertical left exposed; porch 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 4-10=-100, 1-5=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 13-0-8 0-1-8 16-11-0 3-10-8 18-8-12 1-9-12 18-11-0 0-2-4 20-11-0 2-0-0 22-11-0 2-0-0 24-5-15 1-6-15 24-6-8 0-0-9 26-1-0 1-6-8 1-8-4 1-8-4 6-9-7 5-1-3 9-2-4 2-4-13 11-2-4 2-0-0 13-0-8 1-10-4 14-11-0 1-10-8 16-11-0 2-0-0 18-11-0 2-0-0 19-3-9 0-4-9 20-11-0 1-7-7 22-11-0 2-0-0 26-1-0 3-2-0 0-2-12 11-1-3 0-2-12 10.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge], [10:0-2-0,0-0-8], [29:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.30 0.24 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 23-25 23-25 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-22: 2x6 SPF No.2, 8-29,9-21,10-20: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-26,25-26. WEBS 1 Row at midpt 8-29, 9-21 JOINTS 1 Brace at Jt(s): 27, 28, 29 REACTIONS. All bearings 11-7-8 except (jt=length) 26=0-3-8, 23=0-3-8, 23=0-3-8, 16=0-3-8. (lb) - Max Horz 26=-208(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 19, 18, 26, 16 except 22=-258(LC 3), 17=-142(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 19, 18, 17, 16 except 21=274(LC 3), 26=534(LC 1), 23=768(LC 17), 23=692(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-380/128, 3-34=-304/164, 7-35=-123/253, 7-8=-185/282, 8-9=-191/271 WEBS 4-28=-332/119, 27-28=-309/124, 27-29=-401/171, 8-29=-309/126, 23-29=-622/80, 2-26=-488/146 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 10-0-8, Exterior(2) 10-0-8 to 16-0-8, Interior(1) 16-0-8 to 22-11-7, Exterior(2) 22-11-7 to 25-11-7 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=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 7) 8) 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. N/A N/A 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 27,2018 PERMIT ONLY − NOT FOR CONSTRUCTION CANTILEVER LEFT RIGHT PITCH TOP BOT PROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 20.0,10.0,0.0,10.0 STRESS INCR. INFORMATION 24.0 IN. O.C. (TYP.) 1.15 PLY LEFT RIGHT BASE O/A STUB SPAN ROOF TRUSS SPACING HT01 1 0.00 0.00 14-00-00 FLAT GIRDER 2 Ply 14-00-00 2 X 4 2 X 8 SPC=24.0" LHL=08-07-11 RHL=08-07-11 TCL 20 TCD 10 BCL 0 BCD 10 Thank you Terms: This pricing will be honored if ordered on or before Once final designs are completed, a SUBMITTAL PACKAGE will be provided to customer. This package must be reviewed and approved for production. ALL APPROVALS ARE FINAL, and 84 COMPONENTS will NOT ACCEPT ANY BACKCHARGES for changes made after approval. MAX TRUSS HEIGHT 18-07-08 Ted Garrett DO NOT SCHEDULE YOUR CRANE FOR THE SAME DAY AS DELIVERY. 84 Components will NOT be responsible for delays due to this issue. GIrder Ply fastening by contractor. Instructions for same ore on Engineered copy of truss drawing. Fasteners by contractor. 10/10/18 Quote #: 1802382R Package Total $12750.00 THIS PROPOSAL IS BASED ON LUMBER DESIGN VALUES IN EFFECT AT THE TIME OF THE QUOTE. IN THE EVENT ANY LUMBER DESIGN VALUES CHANGE BEFORE THE COMPLETION OF THE PROJECT, 84 LUMBER COMPANY RESERVES THE RIGHT TO MODIFY THE PRICE ACCORDINGLY. * IMPORTANT NOTE * This Estimate was based on plans provided and is only an estimate. Upon Bid acceptance, a final set of plans must be provided for final designs. Page 5 of 5 CANTILEVER LEFT RIGHT PITCH TOP BOT PROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 20.0,10.0,0.0,10.0 STRESS INCR. INFORMATION 24.0 IN. O.C. (TYP.) 1.15 PLY LEFT RIGHT BASE O/A STUB SPAN ROOF TRUSS SPACING FGE2 8.00 0.00 21-07-00 GABLE 1 21-07-00 2 X 4 2 X 4 SPC=24.0" LHL=01-02-13 RHL=10-01-12 TCL 20 TCD 10 BCL 0 BCD 10 STUD SPC 00-00-00 FGE1 8.00 0.00 23-01-08 GABLE 1 23-01-08 2 X 4 2 X 4 SPC=24.0" LHL=00-02-08 RHL=10-01-12 TCL 20 TCD 10 BCL 0 BCD 10 STUD SPC 00-00-00 LS01 10.00 8.00 14-00-00 SCISSOR 5 14-00-00 2 X 4 2 X 4 SPC=24.0" LHL=01-06-03 RHL=01-06-03 TCL 20 TCD 10 BCL 0 BCD 10 KGE1 10.00 8.00 15-06-14 ROOF 1 15-06-14 2 X 4 2 X 4 SPC=24.0" LHL=00-02-07 RHL=01-06-03 TCL 20 TCD 10 BCL 0 BCD 10 MGE1 4.00 0.00 25-07-00 ROOF 1 25-07-00 2 X 4 2 X 4 SPC=24.0" LHL=00-02-00 RHL=00-02-08 TCL 20 TCD 10 BCL 0 BCD 10 JS02 10.00 8.00 14-08-12 SCISSOR 9 14-08-12 2 X 4 2 X 4 SPC=24.0" LHL=01-06-03 RHL=01-07-01 TCL 20 TCD 10 BCL 0 BCD 10 MT01 4.00 0.00 25-07-00 01-06-08 01-06-08 ROOF 4 25-07-00 2 X 4 2 X 4 SPC=24.0" LHL=00-02-00 RHL=00-02-08 TCL 20 TCD 10 BCL 0 BCD 10 IGE1 10.00 8.00 16-06-08 ROOF 1 16-06-08 2 X 4 2 X 4 SPC=24.0" LHL=00-02-12 RHL=01-06-03 TCL 20 TCD 10 BCL 0 BCD 10 JS01 10.00 8.00 15-00-00 SCISSOR 5 15-00-00 2 X 4 2 X 4 SPC=24.0" LHL=01-06-03 RHL=01-06-03 TCL 20 TCD 10 BCL 0 BCD 10 FT02 8.00 0.00 21-07-00 PIGGYBACK 12 21-07-00 2 X 4 2 X 4 SPC=24.0" LHL=01-02-13 RHL=10-01-12 TCL 20 TCD 10 BCL 0 BCD 10 FT01 8.00 0.00 23-01-08 01-06-08 PIGGYBACK 8 23-01-08 2 X 4 2 X 4 SPC=24.0" LHL=00-02-08 RHL=10-01-12 TCL 20 TCD 10 BCL 0 BCD 10 GGE1 8.00 0.00 17-00-12 GABLE L 1 17-00-12 2 X 4 2 X 4 SPC=24.0" LHL=06-09-11 RHL=09-00-00 TCL 20 TCD 10 BCL 0 BCD 10 AGE1 10.00 0.00 26-01-00 01-06-08 01-06-08 COMMON 1 26-01-00 2 X 4 2 X 4 SPC=24.0" LHL=00-02-12 RHL=00-02-12 TCL 20 TCD 10 BCL 0 BCD 10 Page 4 of 5 CANTILEVER LEFT RIGHT PITCH TOP BOT PROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 20.0,10.0,0.0,10.0 STRESS INCR. INFORMATION 24.0 IN. O.C. (TYP.) 1.15 PLY LEFT RIGHT BASE O/A STUB SPAN ROOF TRUSS SPACING NGE1 10.00 0.00 14-09-00 COMMON 1 14-09-00 2 X 4 2 X 4 SPC=24.0" LHL=00-02-12 RHL=00-02-12 TCL 20 TCD 10 BCL 0 BCD 10 CGE1 4.00 0.00 48-04-04 PIGGYBACK 1 48-04-04 2 X 4 2 X 4 SPC=24.0" LHL=00-02-00 RHL=08-09-11 TCL 20 TCD 10 BCL 0 BCD 10 BGR1 1 10.00 0.00 23-00-00 COMMON 2 Ply 23-00-00 2 X 4 2 X 8 SPC=24.0" LHL=01-06-03 RHL=01-06-03 TCL 20 TCD 10 BCL 0 BCD 10 CT01 4.00 0.00 48-04-04 01-06-08 PIGGYBACK 7 48-04-04 2 X 4 2 X 4 SPC=24.0" LHL=00-02-00 RHL=08-09-11 TCL 20 TCD 10 BCL 0 BCD 10 AT01 10.00 0.00 26-01-00 01-06-08 01-06-08 COMMON 1 26-01-00 2 X 4 2 X 4 SPC=24.0" LHL=00-02-12 RHL=00-02-12 TCL 20 TCD 10 BCL 0 BCD 10 DT01 8.00 0.00 29-11-08 01-02-08 PIGGYBACK 13 29-11-08 2 X 4 2 X 4 SPC=24.0" LHL=00-02-08 RHL=09-00-00 TCL 20 TCD 10 BCL 0 BCD 10 AM05 4.00 0.00 05-02-00 01-06-08 MONOPITCH 1 05-02-00 2 X 6 2 X 4 SPC=24.0" LHL=00-05-13 RHL=01-10-13 TCL 20 TCD 10 BCL 0 BCD 10 AM06 4.00 0.00 05-02-00 01-06-08 01-04-00 MONOPITCH 1 05-02-00 2 X 6 2 X 4 SPC=24.0" LHL=00-04-10 RHL=01-10-13 TCL 20 TCD 10 BCL 0 BCD 10 AM02 4.00 0.00 05-02-00 01-06-08 01-04-00 MONOPITCH 4 05-02-00 2 X 6 2 X 4 SPC=24.0" LHL=00-04-10 RHL=01-10-13 TCL 20 TCD 10 BCL 0 BCD 10 AM01 4.00 0.00 09-04-08 01-06-08 MONOPITCH 10 09-04-08 2 X 4 2 X 4 SPC=24.0" LHL=00-02-00 RHL=03-03-08 TCL 20 TCD 10 BCL 0 BCD 10 AM03 4.00 0.00 05-02-00 01-06-08 MONOPITCH 5 05-02-00 2 X 6 2 X 4 SPC=24.0" LHL=00-04-10 RHL=01-10-13 TCL 20 TCD 10 BCL 0 BCD 10 EGR1 1 8.00 0.00 17-05-00 PIGGYBACK 2 Ply 17-05-00 2 X 4 2 X 6 SPC=24.0" LHL=08-06-13 RHL=11-00-00 TCL 20 TCD 10 BCL 0 BCD 10 AM04 4.00 0.00 05-02-08 01-04-00 01-06-08 MONOPITCH 1 05-02-08 2 X 4 2 X 4 SPC=24.0" LHL=00-02-00 RHL=01-10-13 TCL 20 TCD 10 BCL 0 BCD 10 Page 3 of 5 CANTILEVER LEFT RIGHT PITCH TOP BOT PROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 20.0,10.0,0.0,10.0 STRESS INCR. INFORMATION 24.0 IN. O.C. (TYP.) 1.15 PLY LEFT RIGHT BASE O/A STUB SPAN ROOF TRUSS SPACING V06 8.00 0.00 16-11-04 VALLEY 1 16-11-04 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=11-03-08 TCL 20 TCD 10 BCL 0 BCD 10 V16 8.00 0.00 05-05-08 VALLEY 2 05-05-08 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=03-07-11 TCL 20 TCD 10 BCL 0 BCD 10 V15 8.00 0.00 02-11-08 VALLEY 2 02-11-08 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=01-11-11 TCL 20 TCD 10 BCL 0 BCD 10 V17 8.00 0.00 07-11-08 VALLEY 2 07-11-08 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=05-03-11 TCL 20 TCD 10 BCL 0 BCD 10 V14 10.00 0.00 03-01-02 VALLEY 1 03-01-02 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 V18 8.00 0.00 10-05-08 VALLEY 2 10-05-08 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=06-11-11 TCL 20 TCD 10 BCL 0 BCD 10 V12 10.00 0.00 09-05-15 VALLEY 1 09-05-15 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 V13 10.00 0.00 06-03-09 VALLEY 1 06-03-09 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 V09 10.00 0.00 19-01-02 VALLEY 1 19-01-02 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 V08 10.00 0.00 22-03-09 VALLEY 1 22-03-09 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 V10 10.00 0.00 15-10-12 VALLEY 1 15-10-12 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 NT01 10.00 0.00 14-09-00 01-06-08 01-06-08 COMMON 1 14-09-00 2 X 4 2 X 4 SPC=24.0" LHL=00-02-12 RHL=00-02-12 TCL 20 TCD 10 BCL 0 BCD 10 V11 10.00 0.00 12-08-05 VALLEY 1 12-08-05 2 X 4 2 X 4 SPC=24.0" LHL=00-00-04 RHL=00-00-04 TCL 20 TCD 10 BCL 0 BCD 10 Page 2 of 5