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886 Ocean Blvd RES19-0279 3rd submittal 12 of 16 truss calcs_16904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 1767113 - Design Code: FBC2017/TPI2014Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: 886 Customer Info: American Classic Homes Project Name: 1767113 Model: Custom Subdivision: .Address: 886 Ocean Blvd, . State: FLCity: Duval Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: P. DiGiacomo License #: 59660 Address: 770 Wakemont Dr., .City: Orange Park State: FL May 20,2020 Finn, Walter The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20263877 F01 Date 5/20/202T20263878F025/20/203T20263879F035/20/204T20263880F045/20/205T20263881F055/20/206T20263882F065/20/207T20263883F075/20/208T20263884F085/20/209T20263885F095/20/2010T20263886F115/20/2011T20263887F125/20/2012T20263888F135/20/2013T20263889F145/20/2014T20263890F155/20/20 No.Seal#Truss Name 15 T20263891 F16 Date 5/20/2016T20263892F175/20/2017T20263893F185/20/2018T20263894F195/20/2019T20263895F205/20/2020T20263896F215/20/2021T20263897F225/20/2022T20263898F22A5/20/2023T20263899F275/20/2024T20263900F27A5/20/2025T20263901F285/20/2026T20263902F295/20/2027T20263903T015/20/2028T20263904T01A5/20/20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 1767113 - 2 of 2 Site Information: Lot/Block: 886 Customer Info: American Classic Homes Project Name: 1767113 Model: Custom Subdivision: .Address: 886 Ocean Blvd, . State: FLCity: Duval No.Seal#Truss Name 29 T20263905 T02 Date 5/20/2030T20263906T035/20/2031T20263907T045/20/2032T20263908T055/20/2033T20263909T065/20/2034T20263910T075/20/2035T20263911T085/20/2036T20263912T095/20/2037T20263913T105/20/2038T20263914T115/20/2039T20263915T125/20/2040T20263916T135/20/2041T20263917T145/20/2042T20263918T155/20/2043T20263919T165/20/2044T20263920T175/20/2045T20263921T225/20/2046T20263922T22G5/20/2047T20263923T245/20/2048T20263924T255/20/2049T20263925T265/20/2050T20263926TF135/20/2051T20263927TF195/20/2052T20263928TF205/20/2053T20263929TG015/20/2054T20263930TG055/20/2055T20263931TG065/20/2056T20263932TG075/20/2057T20263933TG095/20/2058T20263934TG105/20/2059T20263935TG115/20/20 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F01 Truss Type Floor Qty 6 Ply 1 Job Reference (optional) T20263877 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:38 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-UU5T?77Rh9e8QLt4TtssGLddRx20JfZZrOa5UqzEecd Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 3x6 FP 1.5x3 1.5x3 3x6 3x6 FP 2x4 4x6 4x4 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 8-5-0 4-5-0 10-11-0 2-6-0 12-2-12 1-3-12 13-6-8 1-3-12 20-2-12 6-8-5 21-7-4 1-4-8 21-10-8 0-3-4 1-3-0 1-8-0 1-5-5 0-1-8 0-3-4 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.75 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 0.02 (loc) 25-26 25-26 15 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 114 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)28=0-3-8, 15=0-4-4, 20=0-5-8 Max Grav 28=606(LC 10), 15=500(LC 4), 20=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-601/0, 13-15=-500/0, 1-2=-575/0, 2-3=-1255/0, 3-4=-1390/0, 4-5=-1050/0, 6-8=-136/351, 8-9=-791/11, 9-10=-791/11, 10-11=-791/11, 11-13=-401/0 BOT CHORD 26-27=0/1076, 25-26=0/1390, 24-25=0/1390, 22-24=0/1390, 21-22=0/733, 20-21=-733/0, 19-20=-733/0, 18-19=-191/561, 17-18=-11/791, 16-17=0/719 WEBS 6-20=-1303/0, 1-27=0/740, 6-21=0/878, 2-27=-696/0, 5-21=-834/0, 5-22=0/487, 4-22=-526/0, 13-16=0/526, 6-19=0/663, 11-16=-448/0, 8-19=-670/0, 8-18=0/494 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F02 Truss Type Floor Qty 3 Ply 1 Job Reference (optional) T20263878 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:39 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-ygfrDT73STm?2VSH0bN5pZAhQLKc21Ki42Jf0GzEecc Scale = 1:34.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 4x4 3x8 MT20HS FP 1.5x3 SP 1.5x3 4x6 2x4 4x6 3x6 FP 5x6 4x6 4x6 4x6 4x4 4x4 3x4 3x4 3x6 1.5x3 3x6 1.5x3 3x4 3x4 3x4 3x4 1.5x3 1.5x3 1-6-01-6-0 4-0-02-6-0 16-6-1212-6-12 19-0-122-6-0 20-5-41-4-8 1-3-0 2-0-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [13:0-1-8,Edge], [14:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [24:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.98 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.51 0.08 (loc) 18-19 18-19 14 l/defl >660 >480 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 106 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 14-21: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-22. REACTIONS. (size)24=0-5-0, 14=0-5-8 Max Grav 24=1107(LC 1), 14=1114(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1102/0, 13-14=-1106/0, 1-2=-1141/0, 2-3=-2861/0, 3-4=-4042/0, 4-5=-4042/0, 5-6=-4623/0, 6-7=-4623/0, 7-8=-4623/0, 8-9=-4020/0, 9-10=-4020/0, 10-12=-2825/0, 12-13=-1091/0 BOT CHORD 22-23=0/2153, 20-22=0/3541, 19-20=0/4401, 18-19=0/4623, 17-18=0/4387, 16-17=0/3512, 15-16=0/2110 WEBS 13-15=0/1482, 1-23=0/1474, 12-15=-1418/0, 2-23=-1408/0, 12-16=0/994, 2-22=0/984, 10-16=-956/0, 3-22=-946/0, 10-17=0/691, 3-20=0/681, 8-17=-517/0, 5-20=-509/0, 8-18=-109/683, 5-19=-121/671, 6-19=-314/0, 7-18=-319/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 21 = 11% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F03 Truss Type Floor Qty 8 Ply 1 Job Reference (optional) T20263879 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:40 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-QtDDQp8iDnusff1TaIvKLmjuClgznVnsIi3CZizEecb Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 3x8 MT20HS FP 1.5x3 SP 3x6 4x4 1.5x3 4x6 3x6 4x6 3x6 FP 4x6 4x6 4x4 1.5x3 4x6 4x6 4x4 1.5x3 20-4-020-4-0 1-3-0 1-11-8 0-1-8 0-3-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [22:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.97 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.48 0.08 (loc) 17-18 17-18 12 l/defl >683 >497 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 105 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 15-22: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 1-22,11-12: 2x4 SP No.2(flat) 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, Except: 2-2-0 oc bracing: 14-16. REACTIONS. (size)12=0-4-4, 22=0-5-0 Max Grav 12=1089(LC 1), 22=1095(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1089/0, 11-12=-1082/0, 1-2=-1125/0, 2-4=-2825/0, 4-5=-3920/0, 5-6=-4518/0, 6-7=-4518/0, 7-8=-4518/0, 8-9=-3941/0, 9-10=-2860/0, 10-11=-1174/0 BOT CHORD 20-21=0/2122, 19-20=0/3502, 18-19=0/4314, 17-18=0/4518, 16-17=0/4327, 14-16=0/3529, 13-14=0/2164 WEBS 1-21=0/1453, 2-21=-1387/0, 2-20=0/977, 4-20=-941/0, 4-19=0/582, 5-19=-547/0, 5-18=-135/644, 6-18=-295/0, 11-13=0/1443, 10-13=-1377/0, 10-14=0/968, 9-14=-931/0, 9-16=0/573, 8-16=-536/0, 8-17=-146/632, 7-17=-290/2 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 15 = 11% 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F04 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20263880 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:41 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-u3nbd99K_40jHpcf80QZu_FEo9F9W6D?XMol59zEeca Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 3x6 FP 3x4 3x4 3x4 3x6 FP 3x4 1-6-121-6-12 3-1-81-6-12 4-8-41-6-12 6-3-01-6-12 7-9-121-6-12 9-4-81-6-12 10-11-41-6-12 12-6-01-6-12 14-0-121-6-12 15-7-81-6-12 17-2-41-6-12 18-9-01-6-12 20-5-41-8-4 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [29:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 88 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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.All bearings 20-5-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 30, 29, 28, 27, 26, 25, 23, 22, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-6-12 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F05 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263881 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:42 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-NFL_rVAylO8avzBrijxoRBoPwZbRFZX9m0YJdbzEecZ Scale = 1:18.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x4 3x4 3x4 11-5-1411-5-14 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-14. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F06 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T20263882 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:43 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-rSuM2rBaWiGRW7m2FQS1zPLTJypS_pZI?gHsA1zEecY Scale = 1:19.2 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 86x8 3x6 4x6 4x6 4x6 7x10 6x8 3x6 3x6 7x8 6x8 6x8 6x8 7x8 3x6 3x6 3x6 3-11-83-11-8 4-0-40-0-12 11-5-147-5-10 1-3-0 0-10-0 2-0-6 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-4], [3:0-1-8,Edge], [4:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-4,Edge], [13:0-3-0,Edge], [15:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.08 -0.01 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 97 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-16,8-9. REACTIONS. (size)8=Mechanical, 13=0-5-8 Max Uplift 8=-403(LC 11), 13=-146(LC 12) Max Grav 8=668(LC 12), 13=2995(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-631/320, 1-2=-848/1816, 2-3=-848/1814, 3-4=-1654/4722, 4-5=-1807/4139, 5-6=-1558/2079, 6-7=-677/672 BOT CHORD 14-15=-4722/1654, 13-14=-4722/1654, 12-13=-4722/1654, 11-12=-2079/1558, 10-11=-2079/1558, 9-10=-2079/1558 WEBS 4-13=-1299/0, 1-15=-2226/1040, 2-15=-564/0, 3-15=-1027/3702, 7-9=-872/878, 4-12=0/756, 6-9=-1142/1823, 5-12=-2671/323, 5-11=-319/1146, 6-10=-1007/326, 3-14=-1417/346 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 8 and 146 lb uplift at joint 13. 4) Load case(s) 11, 12 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1355 lb down and 715 lb up at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Except: 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-16=-10, 1-7=-100 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F06 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T20263882 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:43 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-rSuM2rBaWiGRW7m2FQS1zPLTJypS_pZI?gHsA1zEecY LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 1=-320 11) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-16=-10(F), 1-7=-100(F) Concentrated Loads (lb) Vert: 1=-1355 12) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-16=-10(F), 1-7=-100(F) Concentrated Loads (lb) Vert: 1=715 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F07 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T20263883 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:45 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-nq06TWCq1JW9mQvQNrUV2qQnomNnSmcbS_mzEwzEecW Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 3x8 MT20HS FP 1.5x3 3x4 5x6 1.5x3 3x6 FP 3x4 6x8 4x6 5x6 3x4 4x6 3x4 4x6 6x8 4x6 3x4 4x4 4x6 3x4 3x4 3x6 FPSpecial Special Special Special Special Special Special Special Special Special 12-2-1212-2-12 21-7-49-4-9 21-10-80-3-4 1-3-0 1-8-0 1-5-5 0-1-8 0-3-4 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [6:0-3-0,Edge], [12:0-3-0,0-0-0], [18:0-1-8,Edge], [19:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.99 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.03 (loc) 24-26 24-26 16 l/defl >999 >944 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 141 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-4-4, 28=0-3-8, 21=0-5-8 Max Uplift 16=-64(LC 17) Max Grav 16=544(LC 1), 28=950(LC 3), 21=1818(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-941/0, 14-16=-543/66, 1-2=-984/0, 2-3=-2139/0, 3-5=-1863/84, 5-6=-1863/84, 6-7=-1863/84, 8-9=-86/468, 9-11=-825/205, 11-12=-825/205, 12-13=-825/205, 13-14=-461/73 BOT CHORD 26-27=0/1848, 24-26=0/2373, 23-24=-84/1863, 22-23=-120/881, 21-22=-1048/0, 20-21=-1048/0, 19-20=-230/374, 18-19=-205/825, 17-18=-169/866 WEBS 8-21=-1755/0, 1-27=0/1270, 2-27=-1173/0, 2-26=-103/409, 3-26=-333/146, 3-24=-747/0, 5-24=0/436, 8-22=-50/1225, 7-22=-1240/78, 7-23=0/1374, 6-23=-803/0, 14-17=-96/612, 8-20=-64/866, 13-17=-549/131, 9-20=-859/90, 9-19=0/711, 11-19=-414/2 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 16. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down at 2-2-4, 268 lb down at 4-2-4, 147 lb down and 171 lb up at 5-5-12, 147 lb down and 171 lb up at 6-2-4, 147 lb down and 171 lb up at 8-2-4, 147 lb down and 171 lb up at 10-2-4, 147 lb down and 171 lb up at 14-2-4, 147 lb down and 171 lb up at 16-2-4, and 147 lb down and 171 lb up at 18-2-4, and 147 lb down and 171 lb up at 20-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-10, 1-14=-100, 14-15=-100 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F07 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T20263883 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:45 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-nq06TWCq1JW9mQvQNrUV2qQnomNnSmcbS_mzEwzEecW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-67(F) 6=-67(F) 11=-67(F) 29=-188(F) 30=-188(F) 31=-67(F) 32=-67(F) 33=-67(F) 34=-67(F) 35=-67(F) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F08 Truss Type Floor Qty 5 Ply 1 Job Reference (optional) T20263884 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:46 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-F1aUhsDSode?OaUdxZ?kb1yyjAplBJ9kheWWmMzEecV Scale = 1:12.9 1 2 3 4 5 11 10 9 8 7 6 12 13 1.5x3 1.5x3 1.5x3 1.5x3 1-6-01-6-0 1-6-120-0-12 5-6-83-11-12 6-11-01-4-8 1-3-0 1-2-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.63 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS. (size)6=Mechanical, 10=0-5-8 Max Uplift 6=-32(LC 3) Max Grav 6=194(LC 4), 10=1070(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/491 BOT CHORD 9-10=-491/0 WEBS 2-10=-711/0, 1-10=-652/0, 2-9=0/660 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 6. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-13=-238, 5-13=-100 Concentrated Loads (lb) Vert: 1=-266 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-13=-238, 5-13=-100 Concentrated Loads (lb) Vert: 1=-266 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F08 Truss Type Floor Qty 5 Ply 1 Job Reference (optional) T20263884 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:46 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-F1aUhsDSode?OaUdxZ?kb1yyjAplBJ9kheWWmMzEecV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 6-11=-10, 1-2=-238, 2-13=-158, 5-13=-20 Concentrated Loads (lb) Vert: 1=-266 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-158, 2-13=-238, 5-13=-100 Concentrated Loads (lb) Vert: 1=-266 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-238, 2-13=-158, 5-13=-20 Concentrated Loads (lb) Vert: 1=-266 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-158, 2-13=-238, 5-13=-100 Concentrated Loads (lb) Vert: 1=-266 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-158, 2-13=-238, 4-13=-100, 4-5=-20 Concentrated Loads (lb) Vert: 1=-266 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-238, 2-13=-158, 3-13=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-266 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-158, 2-13=-238, 4-13=-100, 4-5=-20 Concentrated Loads (lb) Vert: 1=-266 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-238, 2-13=-158, 3-13=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-266 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F09 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263885 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:47 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-jD8suCE5Zwns?k3pUGXz8FV90aI0wnGuvIF4JozEecU Scale = 1:12.9 1 2 3 4 5 11 10 9 8 7 6 12 1.5x3 1.5x3 1.5x3 1.5x3 1-6-01-6-0 1-6-120-0-12 5-6-83-11-12 6-11-01-4-8 1-3-0 1-2-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.05 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.All bearings 5-5-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-267(LC 3) Max Grav All reactions 250 lb or less at joint(s) 6, 7 except 10=899(LC 1), 8=349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/492 BOT CHORD 9-10=-492/0 WEBS 2-10=-448/0, 1-10=-655/0, 2-9=0/411, 4-8=-334/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 9=267. 4) Non Standard bearing condition. Review required. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-376 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-376 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F09 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263885 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:47 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-jD8suCE5Zwns?k3pUGXz8FV90aI0wnGuvIF4JozEecU LOAD CASE(S) Standard 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-376 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-376 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-376 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-376 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F11 Truss Type Floor Qty 5 Ply 1 Job Reference (optional) T20263886 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:48 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-BPiF5YEjKEvjdue?2_2CgS2OCzcEfFs18y?drFzEecT Scale = 1:10.8 1 2 3 4 8 7 6 5 9 3x6 3x4 3x6 3x4 3x6 1.5x3 3x4 3x6 1.5x3 5-5-05-5-0 1-3-0 2-0-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.18 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 32 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical Max Grav 8=272(LC 1), 5=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-264/0, 4-5=-281/0, 1-2=-279/0, 2-3=-279/0, 3-4=-279/0 BOT CHORD 6-7=0/279 WEBS 1-7=0/330, 4-6=0/365 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F12 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263887 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:48 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-BPiF5YEjKEvjdue?2_2CgS2QOzerfH018y?drFzEecT Scale = 1:10.212345 10 9 8 7 6 11 3x4 3x4 3x4 5-5-05-5-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-5-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F13 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T20263888 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:49 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-fbGdJuFL5Y1aF2DCchZRDgaShNo8OdoBNckANhzEecS Scale = 1:25.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 1.5x3 1.5x3 4x4 4x4 4x4 4x4 1.5x3 1.5x3 1-6-01-6-0 1-6-120-0-12 2-10-81-3-12 5-4-82-6-0 11-1-15-8-9 13-7-12-6-0 14-11-91-4-8 1-3-0 1-8-9 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-1-8,Edge], [8:0-1-8,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.78 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.17 0.02 (loc) 11-12 11-12 9 l/defl >999 >942 n/a L/d 360 240 n/a PLATES MT20 Weight: 78 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 16=0-5-8 Max Grav 9=693(LC 4), 16=1308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-684/0, 1-2=0/492, 2-3=-284/267, 3-4=-1308/0, 4-5=-1741/0, 5-6=-1741/0, 6-7=-1513/0, 7-8=-632/0 BOT CHORD 15-16=-492/0, 14-15=-75/924, 13-14=0/1741, 12-13=0/1741, 11-12=0/1748, 10-11=0/1223 WEBS 2-16=-874/0, 1-16=-655/0, 8-10=0/859, 2-15=0/945, 7-10=-822/0, 3-15=-893/0, 7-11=0/403, 3-14=0/544, 6-11=-327/0, 4-14=-681/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-8=-100 Concentrated Loads (lb) Vert: 1=-376 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-8=-100 Concentrated Loads (lb) Vert: 1=-376 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F13 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T20263888 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:50 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-8oq?WEGzsr9RsBoOAP4glt7dRn7N732KcGUkv7zEecR LOAD CASE(S) Standard 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-100, 2-8=-20 Concentrated Loads (lb) Vert: 1=-376 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-20, 2-8=-100 Concentrated Loads (lb) Vert: 1=-376 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-100, 2-8=-20 Concentrated Loads (lb) Vert: 1=-376 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-20, 2-8=-100 Concentrated Loads (lb) Vert: 1=-376 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-20, 2-5=-100, 5-8=-20 Concentrated Loads (lb) Vert: 1=-376 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-100, 2-4=-20, 4-8=-100 Concentrated Loads (lb) Vert: 1=-376 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-20, 2-5=-100, 5-8=-20 Concentrated Loads (lb) Vert: 1=-376 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-17=-10, 1-2=-100, 2-4=-20, 4-8=-100 Concentrated Loads (lb) Vert: 1=-376 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F14 Truss Type Floor Qty 9 Ply 1 Job Reference (optional) T20263889 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:51 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-c_NNkaHbd9HIULNaj6bvI5grsBT0sXVTqwDHSazEecQ Scale = 1:22.7 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 1.5x3 1.5x3 4x4 4x4 4x4 4x4 1.5x3 1.5x3 1-6-01-6-0 4-0-02-6-0 9-7-05-7-0 12-1-02-6-0 13-5-81-4-8 1-3-0 1-7-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.81 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 70 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. (size)15=0-5-8, 8=Mechanical Max Grav 15=724(LC 1), 8=730(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-720/0, 7-8=-723/0, 1-2=-706/0, 2-3=-1635/0, 3-4=-1970/0, 4-5=-1970/0, 5-6=-1624/0, 6-7=-674/0 BOT CHORD 13-14=0/1318, 12-13=0/1970, 11-12=0/1970, 10-11=0/1907, 9-10=0/1301 WEBS 7-9=0/917, 1-14=0/909, 6-9=-871/0, 2-14=-851/0, 6-10=0/449, 2-13=0/450, 5-10=-394/0, 3-13=-534/0, 5-11=-114/330 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F15 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263890 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:53 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-YNV89FIr9mX0jfXzrXeNNWlH8_L1KXFmIDiOWSzEecO Scale = 1:16.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 3x4 3x4 3x4 10-4-110-4-1 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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.All bearings 10-4-1. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F16 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20263891 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:55 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-UlduZxK6hOnkzzgLyygrSxqdRo1ToRj3lXBVbLzEecM Scale = 1:21.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x4 3x4 3x4 1-6-121-6-12 3-1-81-6-12 4-8-41-6-12 6-3-01-6-12 7-9-121-6-12 9-4-81-6-12 10-11-41-6-12 12-6-01-6-12 13-5-80-11-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-6-12 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F17 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263892 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:57 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-Q8le_dLMD?1SCGqk4NiJYMwtZccqGIeMDrgbfDzEecK Scale = 1:14.0 1 2 3 4 10 9 8 7 6 5 11 3x4 1.5x3 1.5x3 3x4 3x4 3x4 3x4 3x4 3x4 1.5x3 1.5x3 1-6-01-6-0 6-1-144-7-14 7-6-61-4-8 1-3-0 1-10-14 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.40 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.04 0.00 (loc) 8 8 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. (size)10=0-5-8, 5=Mechanical Max Grav 10=398(LC 1), 5=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-392/0, 4-5=-397/0, 1-2=-326/0, 2-3=-614/0, 3-4=-313/0 BOT CHORD 8-9=0/614, 7-8=0/614, 6-7=0/614 WEBS 4-6=0/425, 1-9=0/416, 3-6=-409/0, 2-9=-391/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F18 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263893 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:44:58 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-vKI1CzM_zJ9JqQPwe4DY4ZS5k?_A?myVRVQ9BgzEecJ Scale = 1:14.0 1 2 3 4 10 9 8 7 6 5 11 3x4 1.5x3 1.5x3 3x4 3x4 3x4 3x4 3x4 3x4 1.5x3 1.5x3 1-6-01-6-0 6-1-144-7-14 7-6-61-4-8 1-3-0 1-10-14 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.27 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 8 8 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. (size)10=0-5-8, 5=Mechanical Max Grav 10=265(LC 1), 5=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-261/0, 4-5=-265/0, 2-3=-409/0 BOT CHORD 8-9=0/409, 7-8=0/409, 6-7=0/409 WEBS 4-6=0/283, 1-9=0/277, 3-6=-273/0, 2-9=-261/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F19 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T20263894 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:00 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-rjQndfOEVwP03kZJlVG09_YLKpXCTaPovpvGGYzEecH Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 3x8 MT20HS FP 1.5x3 SP 1.5x3 4x4 3x6 FP 4x4 4x4 4x4 4x4 1.5x3 4x6 4x6 4x4 3x6 1.5x3 3x6 1.5x3 1.5x3 21-11-1221-11-12 1-3-0 2-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.87 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.65 0.06 (loc) 19-21 19-21 12 l/defl >554 >402 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 115 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31(flat) *Except* 8-11: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) 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. (size)25=0-5-8, 12=0-5-8 Max Grav 25=793(LC 1), 12=797(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-798/0, 11-12=-792/0, 1-2=-815/0, 2-3=-2101/0, 3-4=-2938/0, 4-5=-2938/0, 5-6=-3596/0, 6-7=-3452/0, 7-9=-2978/0, 9-10=-2081/0, 10-11=-821/0 BOT CHORD 23-24=0/1506, 22-23=0/2938, 21-22=0/2938, 19-21=0/3451, 18-19=0/3571, 17-18=0/3571, 16-17=0/3307, 15-16=0/2621, 14-15=0/2621, 13-14=0/1553 WEBS 1-24=0/1051, 2-24=-962/0, 2-23=0/827, 3-23=-1150/0, 3-22=0/406, 11-13=0/1093, 10-13=-1018/0, 10-14=0/734, 9-14=-733/0, 9-16=0/486, 7-16=-457/0, 5-19=-38/263, 5-21=-791/0, 4-21=-10/267 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 20 = 11% 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F20 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263895 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:02 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-n6YX1KPV1XgkI1jhtwIUEPdgpdDexUv5M7OMLRzEecF Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 3x12 MT20HS FP 1.5x3 4x4 3x6 FP 4x4 4x4 4x4 4x4 1.5x3 4x6 4x6 4x4 3x6 1.5x3 3x6 1.5x3 1.5x3 21-11-1221-11-12 1-3-0 2-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.87 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.66 0.06 (loc) 20-21 20-21 12 l/defl >543 >393 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 115 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31(flat) *Except* 7-11: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) 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. (size)25=0-5-8, 12=0-3-8 Max Grav 25=793(LC 1), 12=797(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-798/0, 11-12=-792/0, 1-2=-815/0, 2-3=-2101/0, 3-4=-2938/0, 4-5=-2938/0, 5-6=-3596/0, 6-8=-3452/0, 8-9=-2978/0, 9-10=-2082/0, 10-11=-821/0 BOT CHORD 23-24=0/1506, 22-23=0/2938, 21-22=0/2938, 20-21=0/3450, 19-20=0/3574, 17-19=0/3574, 16-17=0/3306, 15-16=0/2623, 14-15=0/2623, 13-14=0/1553 WEBS 1-24=0/1051, 2-24=-962/0, 2-23=0/827, 3-23=-1150/0, 3-22=0/406, 11-13=0/1093, 10-13=-1018/0, 10-14=0/736, 9-14=-735/0, 9-16=0/484, 8-16=-456/0, 5-20=-38/265, 5-21=-790/0, 4-21=-10/266 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F21 Truss Type Floor Qty 7 Ply 1 Job Reference (optional) T20263896 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:04 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:2oSTkAWQjtNX_2ybu2ZmfZyqdx7-jUgIS0RlZ9wSYLs4_LKzKqi0JQtTPOPOqRtTPJzEecD Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 3x8 MT20HS FP 1.5x3 4x4 3x6 FP 4x4 4x4 4x4 4x4 1.5x3 4x6 4x6 4x4 3x6 1.5x3 3x6 1.5x3 1.5x3 21-11-1221-11-12 1-3-0 2-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.91 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.67 0.07 (loc) 20-21 20-21 12 l/defl >533 >387 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 115 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31(flat) *Except* 7-11: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) *Except* 12-17: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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, Except: 2-2-0 oc bracing: 16-18. REACTIONS. (size)25=0-5-8, 12=Mechanical Max Grav 25=793(LC 1), 12=797(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-798/0, 11-12=-792/0, 1-2=-815/0, 2-3=-2101/0, 3-4=-2938/0, 4-5=-2938/0, 5-6=-3596/0, 6-8=-3451/0, 8-9=-2980/0, 9-10=-2083/0, 10-11=-821/0 BOT CHORD 23-24=0/1506, 22-23=0/2938, 21-22=0/2938, 20-21=0/3450, 19-20=0/3574, 18-19=0/3574, 16-18=0/3306, 15-16=0/2621, 14-15=0/2621, 13-14=0/1553 WEBS 1-24=0/1051, 2-24=-962/0, 2-23=0/827, 3-23=-1150/0, 3-22=0/406, 11-13=0/1093, 10-13=-1019/0, 10-14=0/736, 9-14=-732/0, 9-16=0/488, 8-16=-454/0, 5-20=-38/265, 5-21=-790/0, 4-21=-10/266 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F22 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T20263897 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:06 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-gtn2tiS?5mAAnf0T6mMRPFnLJEYYtIShHlMaUCzEecB Scale = 1:39.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 3x12 MT20HS FP 1.5x3 SP 1.5x3 1.5x3 4x4 4x4 3x6 FP 4x6 4x4 4x4 1.5x3 4x6 4x4 4x4 1.5x3 23-5-023-5-0 1-3-0 1-8-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [12:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.71 1.00 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.64 0.09 (loc) 18 17-18 13 l/defl >605 >439 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 118 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) *Except* 21-25: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 20-22. REACTIONS. (size)13=0-3-8, 25=0-5-0 Max Grav 13=854(LC 1), 25=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-849/0, 12-13=-849/0, 1-2=-847/0, 2-3=-2237/0, 3-4=-3228/0, 4-5=-3843/0, 5-6=-4081/0, 6-7=-4081/0, 7-9=-3847/0, 9-10=-3227/0, 10-11=-2237/0, 11-12=-847/0 BOT CHORD 23-24=0/1641, 22-23=0/2815, 20-22=0/3622, 19-20=0/4081, 18-19=0/4081, 17-18=0/4042, 16-17=0/3626, 15-16=0/2814, 14-15=0/1641 WEBS 1-24=0/1152, 2-24=-1104/0, 2-23=0/829, 3-23=-805/0, 3-22=0/575, 4-22=-547/0, 4-20=0/412, 5-20=-530/39, 12-14=0/1151, 11-14=-1104/0, 11-15=0/829, 10-15=-803/0, 10-16=0/574, 9-16=-555/0, 9-17=0/308, 7-17=-327/0, 7-18=-233/380 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 21 = 11% 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F22A Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263898 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:08 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-cFvpIOUGdNQu0yArDBPvUgthD1FyLBw_k3rhY4zEec9 Scale = 1:42.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 3x8 MT20HS FP 1.5x3 1.5x3 4x4 3x6 FP4x4 4x6 4x6 4x4 4x4 4x4 4x4 3x6 1.5x3 3x6 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 1-6-12 0-0-12 2-10-8 1-3-12 5-4-8 2-6-0 10-6-0 5-1-8 15-11-8 5-5-8 21-1-0 5-1-8 23-7-0 2-6-0 24-11-8 1-4-8 1-3-0 1-5-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [21:0-1-8,Edge], [28:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.94 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.60 0.08 (loc) 21 20-21 16 l/defl >622 >465 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 131 lb FT = 20%F, 11%E GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,27-28. REACTIONS. (size)16=0-3-8, 28=0-5-8 Max Grav 16=832(LC 4), 28=1358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-827/0, 1-2=0/469, 2-3=-438/219, 3-4=-1867/0, 4-5=-2951/0, 5-6=-2951/0, 6-7=-3600/0, 7-8=-3866/0, 8-9=-3866/0, 9-11=-3710/0, 11-12=-3149/0, 12-13=-3149/0, 13-14=-2167/0, 14-15=-825/0 BOT CHORD 27-28=-469/0, 26-27=0/1245, 25-26=0/2470, 23-25=0/3357, 22-23=0/3866, 21-22=0/3866, 20-21=0/3875, 19-20=0/3513, 18-19=0/2718, 17-18=0/1597 WEBS 2-28=-936/0, 1-28=-624/0, 15-17=0/1121, 2-27=0/1156, 14-17=-1075/0, 3-27=-1122/0, 14-18=0/793, 3-26=0/869, 13-18=-766/0, 4-26=-843/0, 13-19=0/587, 4-25=0/656, 11-19=-495/0, 6-25=-554/0, 11-20=0/274, 6-23=0/446, 9-20=-281/0, 7-23=-566/0, 9-21=-298/309 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-15=-67 Concentrated Loads (lb) Vert: 1=-376 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-15=-67 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F22A Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263898 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:08 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-cFvpIOUGdNQu0yArDBPvUgthD1FyLBw_k3rhY4zEec9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-376 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-67, 2-15=-13 Concentrated Loads (lb) Vert: 1=-376 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-13, 2-15=-67 Concentrated Loads (lb) Vert: 1=-376 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-67, 2-15=-13 Concentrated Loads (lb) Vert: 1=-376 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-13, 2-15=-67 Concentrated Loads (lb) Vert: 1=-376 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-13, 2-8=-67, 8-15=-13 Concentrated Loads (lb) Vert: 1=-376 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-67, 2-7=-13, 7-15=-67 Concentrated Loads (lb) Vert: 1=-376 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-13, 2-8=-67, 8-15=-13 Concentrated Loads (lb) Vert: 1=-376 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-7, 1-2=-67, 2-7=-13, 7-15=-67 Concentrated Loads (lb) Vert: 1=-376 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F27 Truss Type Floor Qty 5 Ply 1 Job Reference (optional) T20263899 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:10 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-Ye1Zj3VW9?gcGGKELbRNZ5y6Ur18p96GCNKodzzEec7 Scale = 1:17.4 1 2 3 4 5 6 12 11 10 9 8 7 13 1.5x3 1.5x3 1.5x3 1.5x3 10-4-410-4-4 1-3-0 2-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.45 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.07 0.01 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 53 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. (size)12=0-3-0, 7=Mechanical Max Grav 12=553(LC 1), 7=559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-549/0, 6-7=-554/0, 1-2=-508/0, 2-3=-1139/0, 3-4=-1139/0, 4-5=-1139/0, 5-6=-485/0 BOT CHORD 10-11=0/940, 9-10=0/1139, 8-9=0/927 WEBS 1-11=0/652, 2-11=-602/0, 2-10=0/415, 6-8=0/659, 5-8=-614/0, 5-9=0/429 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F27A Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T20263900 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:12 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-U19J8lXmgcwJVaTcS0TreW1VlfkRH2RZfhpuhszEec5 Scale = 1:30.3 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 3x4 1.5x3 3x6 1.5x3 4x6 1.5x3 5x6 3x4 3x4 3x6 3x6 1.5x3 1.5x3 3x4 3x4 3x6 3x6 3x4 3x4 3x6 3x6 1.5x3 1-6-01-6-0 6-4-04-10-0 7-7-121-3-12 8-11-81-3-12 14-0-45-0-12 16-6-42-6-0 17-10-121-4-8 1-3-0 2-1-0 1-0-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [9:0-3-0,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.40 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 13 13 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 117 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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, Except: 6-0-0 oc bracing: 16-17,15-16. REACTIONS. (size)21=0-5-8, 10=Mechanical, 16=0-3-8 Max Grav 21=387(LC 3), 10=540(LC 7), 16=1070(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-383/0, 9-10=-534/0, 1-2=-314/0, 2-3=-577/0, 4-5=-353/0, 5-6=-1119/0, 6-7=-1119/0, 7-8=-1055/0, 8-9=-498/0 BOT CHORD 19-20=0/577, 18-19=0/577, 17-18=0/577, 16-17=-431/0, 15-16=-431/0, 14-15=0/827, 13-14=0/1119, 12-13=0/1119, 11-12=0/952 WEBS 4-16=-1031/0, 1-20=0/405, 4-17=0/493, 2-20=-350/2, 3-17=-532/0, 9-11=0/661, 4-15=0/681, 8-11=-616/0, 5-15=-665/0, 5-14=0/523, 6-14=-277/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F28 Truss Type Floor Qty 8 Ply 1 Job Reference (optional) T20263901 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:13 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-yDiiL5YORw2A7k2p0k_4BjaZV22v0RvjuLYSDIzEec4 Scale = 1:30.2 1 2 3 4 5 6 7 8 22 21 20 19 18 17 16 15 14 13 12 11 10 9 23 3x6 3x4 3x6 4x6 4x6 4x6 1.5x3 4x4 3x6 1.5x3 3x4 3x4 1.5x3 4x6 4x6 4x6 1.5x3 4x4 3x6 1.5x3 3x4 3x4 1.5x3 0-2-30-2-3 18-3-518-1-2 1-3-0 1-10-13 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [23:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.57 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.32 0.05 (loc) 15-16 15-16 9 l/defl >933 >677 n/a L/d 360 240 n/a PLATES MT20 Weight: 101 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-3-8, 9=Mechanical Max Grav 22=979(LC 1), 9=992(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-975/0, 8-9=-983/0, 1-2=-1081/0, 2-3=-2583/0, 3-4=-3422/0, 4-5=-3677/0, 5-6=-3395/0, 6-7=-2527/0, 7-8=-995/0 BOT CHORD 20-21=0/2001, 19-20=0/2001, 18-19=0/3153, 17-18=0/3153, 16-17=0/3677, 15-16=0/3677, 14-15=0/3677, 13-14=0/3111, 12-13=0/3111, 11-12=0/1931, 10-11=0/1931 WEBS 1-21=0/1306, 2-21=-1250/0, 2-19=0/791, 3-19=-774/0, 3-17=0/434, 4-17=-606/41, 8-10=0/1325, 7-10=-1272/0, 7-12=0/809, 6-12=-794/0, 6-14=0/448, 5-14=-631/17 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss F29 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263902 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:15 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:DP_BSuKPVGU67tyEA_derMyqtGb-vcqSmnZfzXIuM1CB791YG8f2bsr9UUi?Mf1YIBzEec2 Scale = 1:16.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 3x4 3x4 3x4 10-6-810-6-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-6-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T01 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263903 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:18 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-JBWbOpcXGShTDVxmpHaFunHVK3tdhrIS2cGDvVzEec? Scale = 1:48.6 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 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x6 3x6 3x6 5x6 3x10 3x4 3x10 3x4 26-4-026-4-0 -2-0-0 2-0-0 26-4-0 26-4-0 2-6-02-6-121-8-20.38 12 Plate Offsets (X,Y)-- [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.02 0.00 (loc) 26 26 27 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-4-0. (lb) - Max Horz 47=-54(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 37, 36, 34, 33, 32, 31, 30, 29, 28 except 47=-173(LC 13), 27=-227(LC 9) Max Grav All reactions 250 lb or less at joint(s) 47, 27, 38, 39, 40, 41, 42, 43, 44, 45, 46, 37, 36, 34, 33, 32, 31, 30, 29, 28 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-47=-315/246, 25-27=-255/350 NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 37, 36, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 47=173, 27=227. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T01A Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263904 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:20 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-FZeLpUdno3xBTp59widjzCNrstZf9lplVwlJyOzEebz Scale = 1:46.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x6 3x6 3x6 5x6 3x10 3x4 26-4-026-4-0 -2-0-0 2-0-0 26-4-0 26-4-0 2-6-02-6-121-4-100.38 12 Plate Offsets (X,Y)-- [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.03 0.00 (loc) 1-2 1 25 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-4-0. (lb) - Max Horz 45=-65(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 38, 39, 40, 41, 42, 43, 35, 34, 32, 31, 30, 29, 28, 27 except 45=-194(LC 9), 26=-153(LC 9) Max Grav All reactions 250 lb or less at joint(s) 45, 25, 36, 37, 38, 39, 40, 41, 42, 43, 44, 35, 34, 32, 31, 30, 29, 28, 27, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-45=-261/198 NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 38, 39, 40, 41, 42, 43, 35, 34, 32, 31, 30, 29, 28, 27 except (jt=lb) 45=194, 26=153. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T02 Truss Type Roof Special Qty 8 Ply 1 Job Reference (optional) T20263905 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:22 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-Cyl5EAf2KhBvi6EX27fB2dS9Ih5Vdab1zEEQ1HzEebx Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 3x6 2x4 3x6 2x4 2x4 4-3-24-3-2 8-2-123-11-10 11-2-62-11-10 14-2-02-11-10 17-1-102-11-10 20-1-42-11-10 23-0-142-11-10 26-4-03-3-2 -2-0-0 2-0-0 4-3-2 4-3-2 8-2-12 3-11-10 11-2-6 2-11-10 14-2-0 2-11-10 17-1-10 2-11-10 20-1-4 2-11-10 23-0-14 2-11-10 26-4-0 3-3-2 2-6-02-6-121-8-20.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.61 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.02 0.12 (loc) 14-15 14-15 12 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)21=0-3-8, 12=Mechanical, 19=0-5-8 Max Horz 21=-34(LC 9) Max Uplift 21=-107(LC 8), 12=-195(LC 9), 19=-388(LC 9) Max Grav 21=245(LC 1), 12=510(LC 1), 19=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-342/537, 7-8=-1029/700, 8-9=-1034/698, 9-10=-1272/856, 10-11=-866/580, 11-12=-483/340 BOT CHORD 19-20=-533/370, 16-18=-683/1029, 15-16=-683/1029, 14-15=-847/1269, 13-14=-577/863 WEBS 4-20=-349/558, 4-19=-487/359, 6-19=-887/597, 6-18=-251/425, 7-18=-942/636, 9-15=-272/186, 10-14=-302/454, 10-13=-366/287, 11-13=-606/908 NOTES-(7) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 3x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=107, 12=195, 19=388. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T03 Truss Type Roof Special Qty 6 Ply 1 Job Reference (optional) T20263906 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:24 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-8KtsfsgIsIRcxQOw9Yhf82XW?UnN5UKKQYjX59zEebv Scale = 1:48.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 2x4 3x6 3x6 3x6 2x4 2x4 4-3-24-3-2 8-2-123-11-10 11-2-62-11-10 14-2-02-11-10 17-1-102-11-10 20-1-42-11-10 23-0-142-11-10 26-4-03-3-2 -2-0-0 2-0-0 4-3-2 4-3-2 8-2-12 3-11-10 11-2-6 2-11-10 14-2-0 2-11-10 17-1-10 2-11-10 20-1-4 2-11-10 23-0-14 2-11-10 26-4-0 3-3-2 2-6-02-6-121-8-20.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.58 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.02 0.11 (loc) 15-16 15-16 13 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)22=0-3-8, 13=0-5-8, 20=0-5-8 Max Horz 22=-38(LC 9) Max Uplift 22=-107(LC 8), 13=-307(LC 9), 20=-384(LC 13) Max Grav 22=246(LC 1), 13=633(LC 1), 20=1019(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-336/532, 7-8=-1003/683, 8-9=-1007/680, 9-10=-1222/821, 10-11=-789/525, 11-13=-609/461 BOT CHORD 20-21=-528/368, 17-19=-662/1003, 16-17=-662/1003, 15-16=-810/1220, 14-15=-518/786 WEBS 4-21=-346/556, 4-20=-485/357, 5-20=-876/589, 5-19=-244/416, 7-19=-917/617, 10-15=-332/486, 10-14=-345/271, 11-14=-575/867 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 3x4 MT20 unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=107, 13=307, 20=384. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263907 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:25 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-cXREsChwdcZTZaz6jFCugF4iZuG?q0AUfCS4ebzEebu Scale = 1:27.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x4 3x4 14-11-614-11-6 14-11-6 14-11-6 1-2-61-4-80.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-6. (lb) - Max Horz 22=14(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 19, 20, 21, 18, 17, 16, 15, 14 except 22=-243(LC 8) Max Grav All reactions 250 lb or less at joint(s) 22, 13, 19, 20, 21, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 19, 20, 21, 18, 17, 16, 15, 14 except (jt=lb) 22=243. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T05 Truss Type Flat Qty 8 Ply 1 Job Reference (optional) T20263908 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:26 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-4j?c4YiYNvhKBkYJHyj7DTctJIVUZOUdtsCeA2zEebt Scale = 1:27.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 4x4 2x4 2x4 5x6 2x4 2-8-42-8-4 5-0-152-4-12 7-5-112-4-12 9-10-72-4-12 12-3-22-4-12 14-11-62-8-4 2-8-4 2-8-4 5-0-15 2-4-12 7-5-11 2-4-12 9-10-7 2-4-12 12-3-2 2-4-12 14-11-6 2-8-4 1-2-61-8-00.38 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.48 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.02 0.10 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. REACTIONS. (size)15=0-5-8, 9=Mechanical Max Horz 15=22(LC 8) Max Uplift 15=-291(LC 8), 9=-178(LC 12) Max Grav 15=593(LC 1), 9=461(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-566/485, 2-3=-862/618, 3-4=-1384/1005, 4-5=-1328/963, 5-6=-1325/966, 6-7=-733/531 BOT CHORD 13-14=-642/858, 12-13=-1026/1382, 11-12=-978/1325, 10-11=-972/1313, 9-10=-537/730 WEBS 2-14=-665/922, 3-14=-309/258, 3-13=-427/567, 6-10=-662/493, 7-10=-177/286, 7-9=-786/579 NOTES-(7) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 3x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=291, 9=178. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T06 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20263909 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:27 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-YvZ_HujA8DpBot7VqgFMlg923iyTIvgn6WxBiUzEebs Scale = 1:27.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x4 3x4 14-11-614-11-6 14-11-6 14-11-6 1-2-61-4-80.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-6. (lb) - Max Horz 22=14(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 19, 20, 21, 18, 17, 16, 15, 14 except 22=-243(LC 8) Max Grav All reactions 250 lb or less at joint(s) 22, 13, 19, 20, 21, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 19, 20, 21, 18, 17, 16, 15, 14 except (jt=lb) 22=243. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T07 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20263910 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:29 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-UIgliZkRgq3v2BHuy5Hqr5EOZVccmpD3aqQInNzEebq Scale = 1:44.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x10 3x6 3x4 3x6 25-8-025-8-0 25-8-0 25-8-0 2-5-42-6-01-4-20.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.02 0.00 (loc) 1 1 23 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 25-8-0. (lb) - Max Horz 43=-64(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 33, 31, 30, 29, 28, 27, 26, 25 except 43=-206(LC 9), 24=-135(LC 9) Max Grav All reactions 250 lb or less at joint(s) 43, 23, 34, 35, 36, 37, 38, 39, 40, 41, 42, 33, 31, 30, 29, 28, 27, 26, 25, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 33, 31, 30, 29, 28, 27, 26, 25 except (jt=lb) 43=206, 24=135. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T08 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20263911 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:30 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-zUE7wvl3R8BmfLs4Woo3NJnXNvupV3yDoUArJpzEebp Scale = 1:45.7 1 2 3 4 5 6 7 13 12 11 10 9 8 2x4 3x4 3x6 2x4 4x4 3x6 3x4 3x4 3x4 3x4 3x4 4x6 4-2-124-2-12 11-3-57-0-9 18-3-147-0-9 25-8-07-4-1 6-6-12 6-6-12 12-10-0 6-3-4 19-1-4 6-3-4 25-8-0 6-6-12 2-5-42-6-01-7-100.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.32 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.02 0.09 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=Mechanical, 12=0-5-8 Max Horz 13=-22(LC 13) Max Uplift 13=-249(LC 1), 8=-142(LC 13), 12=-430(LC 9) Max Grav 13=86(LC 13), 8=371(LC 1), 12=1038(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-142/251, 2-3=-593/886, 3-4=-537/338, 4-6=-1029/676 BOT CHORD 11-12=-256/160, 9-11=-524/783, 8-9=-703/1041 WEBS 2-12=-1003/688, 3-12=-814/599, 3-11=-515/854, 4-11=-374/311, 4-9=-146/253, 6-8=-998/678 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=249, 8=142, 12=430. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T09 Truss Type Monopitch Qty 6 Ply 1 Job Reference (optional) T20263912 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:31 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-RhoV7FmhCSJdHVQG3WJIwWKktJFbEj7M18vPrFzEebo Scale = 1:15.3 1 2 3 5 4 2x4 2x4 3x4 3x4 4-5-84-5-8 4-5-8 4-5-8 2-3-92-6-02-5-40.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.27 0.29 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=0-3-8 Max Horz 5=7(LC 8) Max Uplift 5=-91(LC 8), 4=-171(LC 8) Max Grav 5=103(LC 1), 4=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-258/362 NOTES-(5) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=171. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T10 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263913 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:32 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-vtMtKbnJzlRUvf?SdDqXSksvojfxzAyWGofyNhzEebn Scale = 1:25.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 9-9-12 9-9-12 1-7-91-8-51-3-150.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 10 10 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-9-12. (lb) - Max Horz 18=-18(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 14, 13, 12 except 18=-136(LC 8), 11=-185(LC 9) Max Grav All reactions 250 lb or less at joint(s) 18, 11, 15, 16, 17, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-219/272, 9-11=-220/256 NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 14, 13, 12 except (jt=lb) 18=136, 11=185. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T11 Truss Type Flat Structural Gable Qty 1 Ply 1 Job Reference (optional) T20263914 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:33 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-N3wFYxnxk3ZLWoafBxLm?xP3H6vniTKfUSOVw8zEebm Scale = 1:24.8 1 2 3 4 8 7 6 54x4 2x4 4x6 2x4 4x4 4x4 4x4 4x4 5-1-15-1-1 9-10-114-9-9 14-11-125-1-1 5-1-1 5-1-1 9-10-11 4-9-9 14-11-12 5-1-1 1-7-91-2-00.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.43 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.02 0.13 (loc) 6-7 6-7 5 6-7 l/defl >999 >926 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)8=0-5-4, 5=0-5-8 Max Horz 8=-18(LC 9) Max Uplift 8=-182(LC 9), 5=-179(LC 9) Max Grav 8=470(LC 1), 5=470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1380/1003, 3-4=-1537/1118, 4-5=-431/343 BOT CHORD 7-8=-988/1376, 6-7=-1110/1531 WEBS 2-8=-1341/991, 4-6=-1025/1413 NOTES-(5) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=182, 5=179. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T12 Truss Type Flat Qty 7 Ply 1 Job Reference (optional) T20263915 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:34 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-rGUelHoZVNiC8y9rlet?X9yCQW9rRvyoj683SazEebl Scale = 1:36.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 10x12 3x6 2x4 3x4 4x6 5x6 4x4 4x4 4x4 4x4 2x4 4x4 2x4 4x4 4x4 3-6-43-6-4 6-8-153-2-12 9-11-113-2-12 13-2-73-2-12 16-5-33-2-12 19-11-63-6-4 3-6-4 3-6-4 6-8-15 3-2-12 9-11-11 3-2-12 13-2-7 3-2-12 16-5-3 3-2-12 19-11-6 3-6-4 1-0-01-7-70.38 12 Plate Offsets (X,Y)-- [17:0-1-12,0-0-1], [17:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.83 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.52 0.05 0.33 (loc) 13-15 13-15 10 13-15 l/defl >730 >454 n/a >722 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. REACTIONS. (size)17=0-5-8, 10=Mechanical Max Horz 17=28(LC 8) Max Uplift 17=-351(LC 8), 10=-240(LC 12) Max Grav 17=751(LC 1), 10=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-702/542, 2-3=-1921/1272, 3-4=-2939/1959, 4-5=-2661/1771, 5-6=-2657/1774, 6-8=-1390/925 BOT CHORD 15-16=-1298/1911, 13-15=-1983/2935, 12-13=-1789/2655, 11-12=-1789/2655, 10-11=-932/1385 WEBS 2-16=-1229/1851, 3-16=-395/308, 3-15=-721/1057, 4-13=-290/202, 6-11=-1344/907, 8-11=-217/391, 8-10=-1412/950 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=351, 10=240. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T13 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263916 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:35 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-JS20zdpBGgq3m6k1ILOE4MUP2wgLAXXyymtc_0zEebk Scale = 1:24.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 13-4-0 13-4-0 2-2-42-3-01-9-40.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-4-0. (lb) - Max Horz 25=-18(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 23, 19, 18, 17, 16, 15 except 25=-212(LC 8), 24=-105(LC 1) Max Grav All reactions 250 lb or less at joint(s) 14, 20, 21, 22, 23, 24, 19, 18, 17, 16, 15 except 25=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-303/380 NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 23, 19, 18, 17, 16, 15 except (jt=lb) 25=212, 24=105. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T14 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20263917 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:36 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-nebOAyqq1_yvNGJEs3vTda1a7K?HvwR5BQdAWTzEebj Scale = 1:18.5 1 2 3 6 5 4 2x4 2x4 3x8 4x4 2x4 4x4 5-0-05-0-0 10-0-05-0-0 5-0-0 5-0-0 10-0-0 5-0-0 1-8-5LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.13 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.03 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Uplift 6=-119(LC 8), 4=-119(LC 8) Max Grav 6=311(LC 1), 4=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-282/285, 1-2=-619/559, 2-3=-619/559, 3-4=-282/285 WEBS 1-5=-534/591, 2-5=-288/345, 3-5=-534/591 NOTES-(7) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=119, 4=119. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T15 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20263918 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:37 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-Fq9mOIqSoI4m?QuQQmQi9nalzkKJeOOFP4Mj3vzEebi Scale = 1:18.5 1 2 3 6 5 4 2x4 2x4 3x8 4x4 2x4 4x4 5-0-05-0-0 10-0-05-0-0 5-0-0 5-0-0 10-0-0 5-0-0 2-2-13LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.29 0.14 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 5-6 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Uplift 6=-119(LC 8), 4=-119(LC 8) Max Grav 6=311(LC 1), 4=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-285/288, 1-2=-458/414, 2-3=-458/414, 3-4=-285/288 WEBS 1-5=-417/461, 2-5=-297/354, 3-5=-417/461 NOTES-(7) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=119, 4=119. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T16 Truss Type Flat Qty 6 Ply 1 Job Reference (optional) T20263919 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:39 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-CDHXo_siJvKUEj2pXBSAECf3OXui6CKYtNsq7nzEebg Scale = 1:35.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 3x8 5x6 2x4 3x4 5x6 3x8 3x4 3x6 3x4 3x4 2x4 4x4 2x4 4x4 4x4 3-0-33-0-3 5-8-152-8-11 8-5-102-8-11 11-2-62-8-11 13-11-12-8-11 16-7-132-8-11 19-8-03-0-3 3-0-3 3-0-3 5-8-15 2-8-11 8-5-10 2-8-11 11-2-6 2-8-11 13-11-1 2-8-11 16-7-13 2-8-11 19-8-0 3-0-3 1-0-01-7-60.38 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [4:0-3-0,0-3-0], [14:0-3-0,0-3-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.66 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.47 0.05 0.30 (loc) 13-14 13-14 10 13-14 l/defl >795 >494 n/a >787 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. REACTIONS. (size)17=0-5-8, 10=Mechanical Max Horz 17=27(LC 8) Max Uplift 17=-348(LC 8), 10=-237(LC 12) Max Grav 17=742(LC 1), 10=614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-699/537, 2-3=-1677/1109, 3-4=-2599/1728, 4-5=-2964/1974, 5-6=-2393/1593, 6-7=-2388/1595, 7-8=-1173/781 BOT CHORD 15-16=-1139/1672, 14-15=-1787/2638, 13-14=-2000/2961, 12-13=-1608/2388, 11-12=-1608/2388, 10-11=-786/1169 WEBS 2-16=-1102/1658, 3-16=-397/302, 3-15=-655/963, 4-15=-269/216, 4-14=-229/344, 5-13=-609/416, 7-11=-1322/891, 8-11=-250/430, 8-10=-1218/819 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=348, 10=237. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T17 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20263920 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:40 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-gPrv0KtK4DSLstc?5vzPnQCGmxOero1h51bNfEzEebf Scale = 1:33.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 5x6 18-8-018-8-0 -2-0-0 2-0-0 18-8-0 18-8-0 1-0-01-7-00.38 12 Plate Offsets (X,Y)-- [30:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-8-0. (lb) - Max Horz 32=26(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 except 32=-210(LC 8) Max Grav All reactions 250 lb or less at joint(s) 18, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 except 32=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-244/257 NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 except (jt=lb) 32=210. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T22 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) T20263921 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:42 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-cozfR0ubcqi36BmNDK0tsrHUClsNJW3_ZL4Uk6zEebd Scale = 1:13.4 1 2 3 4 8 7 6 5 2x4 10x16 MT20HS 5x6 4x4 4x4 3x12 MT20HS 4x8 2-3-102-3-10 4-9-62-5-12 6-0-01-2-10 2-3-10 2-3-10 4-9-6 2-5-12 6-0-0 1-2-10 1-9-41-7-00.38 12 Plate Offsets (X,Y)-- [4:0-2-12,0-1-8], [5:0-0-0,0-2-12], [6:0-7-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.77 0.85 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.01 0.04 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 117 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-6: 2x4 SP No.2, 3-6: 2x12 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 5=0-5-8 Max Horz 8=-7(LC 9) Max Uplift 8=-765(LC 9), 5=-3064(LC 9) Max Grav 8=1990(LC 1), 5=7990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3230/3617, 3-4=-5822/6526, 4-5=-6966/7812 BOT CHORD 7-8=-3612/3229, 6-7=-6515/5812 WEBS 4-6=-9823/8763, 3-6=-1741/1582, 2-8=-3788/4255, 2-7=-2010/1830, 3-7=-2890/3248 NOTES-(11) 1) Special connection required to distribute web loads equally between all plies. 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x12 - 6 rows staggered at 0-4-0 oc. 3) 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. 4) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=765, 5=3064. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9614 lb down and 10782 lb up at 4-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T22 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) T20263921 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:42 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-cozfR0ubcqi36BmNDK0tsrHUClsNJW3_ZL4Uk6zEebd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 6=-9614(F) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T22G Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20263922 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:43 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-4_W1eMvDN8qwjLLam1X6P2qn?8PQ29e7o?q1GZzEebc Scale = 1:18.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6-0-0 6-0-0 1-9-41-10-01-7-00.38 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 8 8 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 14=-13(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 11, 10 except 14=-168(LC 8), 9=-218(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 12, 13, 11, 10 except 9=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-251/338, 7-9=-252/315 NOTES-(10) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 11, 10 except (jt=lb) 14=168, 9=218. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T24 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20263923 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:44 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-YB4Qsiwr8RynLVwmKk2LxGMyCYjwnZ8H0fZbp?zEebb Scale = 1:18.5 1 2 3 6 5 4 2x4 2x4 3x8 4x4 2x4 4x4 5-0-05-0-0 10-0-05-0-0 5-0-0 5-0-0 10-0-0 5-0-0 2-3-5LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.29 0.14 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 5-6 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Uplift 6=-119(LC 8), 4=-119(LC 8) Max Grav 6=311(LC 1), 4=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-285/288, 1-2=-449/406, 2-3=-449/406, 3-4=-285/288 WEBS 1-5=-410/453, 2-5=-297/354, 3-5=-410/453 NOTES-(7) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=119, 4=119. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T25 Truss Type Flat Girder Qty 2 Ply 2 Job Reference (optional) T20263924 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:46 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-VZCAGNx5g3CVao49S94p1hSDZMKtFGraUz2htuzEebZ Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 4x4 2x4 4x6 3x12 MT20HS6x12 MT20HS 3x4 6x8 5x6 5x6 4x6 4x6 3x8 3x6 4x4 3x4 3x4 3x4 3x4 3x4 3x4 3x6 3x6 4x8 4x8 5x8 4x8 Special Special Special Special Special Special Special Special Special Special NAILED NAILED NAILED 4-2-124-2-12 6-4-22-1-6 8-5-82-1-6 10-6-142-1-6 12-8-42-1-6 14-9-102-1-6 16-11-02-1-6 19-0-62-1-6 21-1-122-1-6 23-3-22-1-6 25-8-02-4-14 4-2-12 4-2-12 6-4-2 2-1-6 8-5-8 2-1-6 10-6-14 2-1-6 12-8-4 2-1-6 14-9-10 2-1-6 16-11-0 2-1-6 19-0-6 2-1-6 21-1-12 2-1-6 23-3-2 2-1-6 25-8-0 2-4-14 2-5-41-7-100.38 12 Plate Offsets (X,Y)-- [6:0-3-8,0-1-8], [12:0-3-8,0-2-0], [15:0-3-8,0-2-8], [16:0-3-8,0-2-0], [25:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.49 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.49 0.07 0.39 (loc) 18-19 18-19 14 18-19 l/defl >830 >519 n/a >653 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 354 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. REACTIONS. (size)14=Mechanical, 25=0-5-8 Max Horz 25=-21(LC 20) Max Uplift 14=-2118(LC 4), 25=-2330(LC 4) Max Grav 14=3793(LC 1), 25=4414(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4449/2531, 4-6=-8265/4718, 6-7=-11252/6433, 7-8=-13372/7648, 8-9=-14509/8297, 9-10=-14539/8308, 10-11=-13310/7592, 11-12=-10662/6059, 12-13=-6292/3535, 13-14=-3505/1959 BOT CHORD 24-25=-2515/4437, 23-24=-4703/8251, 22-23=-6418/11236, 20-22=-7634/13355, 19-20=-8283/14492, 18-19=-8295/14522, 17-18=-7580/13292, 16-17=-6049/10647, 15-16=-3530/6283, 14-15=-176/318 WEBS 3-25=-5639/3144, 3-24=-1825/3277, 4-24=-4909/2815, 4-23=-1375/2360, 6-23=-3783/2175, 6-22=-933/1587, 7-22=-2645/1520, 7-20=-490/819, 8-20=-1398/801, 9-18=-807/448, 10-18=-854/1469, 10-17=-1651/936, 11-17=-1803/3116, 11-16=-2613/1486, 12-16=-2927/5070, 12-15=-3004/1733, 13-15=-3783/6728 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=2118, 25=2330. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Special hanger(s) or other connection device(s) shall be provided starting at 6-0-0 from the left end to 23-6-0 sufficient to connect truss(es) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others.Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T25 Truss Type Flat Girder Qty 2 Ply 2 Job Reference (optional) T20263924 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:46 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-VZCAGNx5g3CVao49S94p1hSDZMKtFGraUz2htuzEebZ 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-27=-36, 12-27=-396(F=-360), 12-13=-36, 14-26=-7 Concentrated Loads (lb) Vert: 24=-304(B) 28=-304(B) 29=-304(B) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T26 Truss Type Flat Girder Qty 1 Ply 3 Job Reference (optional) T20263925 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:48 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-RyKwh3zLCgSCq6EXZa7H66Xb991cjFrsxHXoymzEebX Scale: 1/2"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 3x10 3x10 2x4 6x8 10x12 2x4 4x4 3x10 2x4 4x6 3x8 3x8 2x4 4x8 3x12 MT20HS 5x12 Special Special SpecialSpecial Special Special Special Special Special Special 2-1-92-1-9 4-1-61-11-13 6-1-41-11-13 8-1-11-11-13 10-0-141-11-13 12-0-111-11-13 14-2-42-1-9 2-1-9 2-1-9 4-1-6 1-11-13 6-1-4 1-11-13 8-1-1 1-11-13 10-0-14 1-11-13 12-0-11 1-11-13 14-2-4 2-1-9 1-7-7Plate Offsets (X,Y)-- [9:Edge,0-3-12], [15:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.35 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.02 0.14 (loc) 12-13 12-13 9 12-13 l/defl >999 >818 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-15,3-15,5-13,5-11,7-11,7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-4-0, 9=0-3-10 Max Uplift 16=-3182(LC 4), 9=-3421(LC 4) Max Grav 16=6441(LC 1), 9=6941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4818/2383, 1-2=-8163/4030, 2-3=-8163/4030, 3-4=-12038/5706, 4-5=-12038/5706, 5-6=-10565/5009, 6-7=-10565/5009, 7-8=-403/201 BOT CHORD 15-16=-206/414, 14-15=-5706/12038, 13-14=-5706/12038, 12-13=-6035/12886, 11-12=-6035/12886, 10-11=-4140/8460, 9-10=-4140/8460 WEBS 1-15=-4442/9001, 3-15=-4502/1947, 3-14=-857/2020, 5-13=-984/382, 5-12=-688/1648, 5-11=-2696/1191, 7-11=-1009/2445, 7-10=-1818/3532, 7-9=-9360/4576 NOTES-(10) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=3182, 9=3421. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 364 lb down and 148 lb up at 1-1-5, 613 lb down and 250 lb up at 1-11-4, 3918 lb down and 2201 lb up at 2-2-15, 613 lb down and 250 lb up at 3-11-4, 613 lb down and 250 lb up at 5-11-4, 613 lb down and 250 lb up at 7-11-4, 613 lb down and 250 lb up at 9-11-4, 613 lb down and 250 lb up at 11-11-4, and 3918 lb down and 2201 lb up at 12-6-0, and 615 lb down and 248 lb up at 13-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss T26 Truss Type Flat Girder Qty 1 Ply 3 Job Reference (optional) T20263925 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:48 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-RyKwh3zLCgSCq6EXZa7H66Xb991cjFrsxHXoymzEebX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54, 9-16=-10 Concentrated Loads (lb) Vert: 15=-4531(F=-3918, B=-613) 14=-613(B) 13=-613(B) 12=-613(B) 11=-613(B) 10=-613(B) 17=-364(F) 18=-3918(F) 19=-615(B) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) T20263926 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:50 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-NLSh6l_ckHjw3QNwh?9lBXcpUzcJB4r9Pb0v0fzEebV Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2x4 4x10 MT20HS 5x8 7x8 2x4 3x8 6x12 MT20HS5x12 3x10 4x10 MT20HS 4x4 3x4 2x4 2x4 4x4 3x8 3x8 3x10 2-3-122-3-12 4-4-02-0-4 7-0-12-8-1 9-8-32-8-1 12-4-42-8-1 15-0-52-8-1 17-8-72-8-1 20-7-132-11-6 20-8-00-0-3 -2-0-0 2-0-0 2-3-12 2-3-12 4-4-0 2-0-4 7-0-1 2-8-1 7-1-13 0-1-12 9-8-3 2-6-5 9-9-15 0-1-12 12-4-4 2-6-5 12-6-0 0-1-12 15-0-5 2-6-5 15-2-1 0-1-12 17-10-3 2-8-1 20-8-0 2-9-13 1-0-01-4-00.38 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [3:0-3-8,0-1-8], [4:0-5-4,0-2-12], [5:0-4-0,0-3-4], [8:0-3-8,0-1-8], [9:0-3-8,0-1-8], [12:0-3-8,0-1-8], [13:0-5-12,0-3-4], [17:0-3-8,0-2-0], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.78 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.70 0.09 0.35 (loc) 14-15 14-15 11 14-15 l/defl >908 >349 n/a >699 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 299 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=0-5-8, 11=0-9-9 Max Horz 19=17(LC 8) Max Grav 19=2620(LC 1), 11=3446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2448/333, 2-3=-6204/310, 3-4=-11237/460, 4-5=-13913/445, 5-6=-15641/417, 6-7=-15641/417, 7-8=-13006/312, 8-9=-7580/176, 9-10=-327/7, 10-11=-482/16 BOT CHORD 18-19=0/426, 17-18=-326/6193, 16-17=-460/10908, 15-16=-445/13972, 14-15=-417/15641, 13-14=-417/15641, 12-13=-309/12857, 11-12=-176/7580 WEBS 2-18=-357/6074, 3-18=-1999/135, 3-17=-169/5347, 4-17=-1896/78, 4-16=0/3104, 5-16=-789/2, 5-15=0/1805, 6-15=-816/23, 7-13=-2850/113, 8-13=-20/1077, 8-12=-5626/141, 9-12=-29/1877, 9-11=-7783/182 NOTES-(9) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) T20263926 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:50 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-NLSh6l_ckHjw3QNwh?9lBXcpUzcJB4r9Pb0v0fzEebV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-10=-341, 11-19=-10 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-44, 2-4=-44, 4-10=-308, 11-19=-10 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-14, 4-10=-254, 11-19=-30 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=58, 2-4=49, 4-10=12, 11-19=-6 Horz: 1-2=-67, 2-5=-57 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-4=49, 4-10=12, 11-19=-6 Horz: 1-2=-49, 2-5=-57 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-31, 4-10=-264, 11-19=-10 Horz: 1-2=-9, 2-5=17 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-31, 4-10=-264, 11-19=-10 Horz: 1-2=9, 2-5=17 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=49, 2-4=31, 4-10=-49, 11-19=-6 Horz: 1-2=-58, 2-5=-39 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=16, 4-10=-49, 11-19=-6 Horz: 1-2=-17, 2-4=-25, 4-5=-39 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=9, 4-10=-203, 11-19=-10 Horz: 1-2=-31, 2-5=-23 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-5, 4-10=-203, 11-19=-10 Horz: 1-2=-17, 2-4=-9, 4-5=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=31, 4-10=-63, 11-19=-6 Horz: 1-2=-31, 2-4=-39, 4-5=-25 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=16, 4-10=-97, 11-19=-6 Horz: 1-2=-17, 2-5=-25 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=31, 4-10=-63, 11-19=-6 Horz: 1-2=-31, 2-4=-39, 4-5=-25 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=16, 4-10=-97, 11-19=-6 Horz: 1-2=-17, 2-5=-25 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=9, 4-10=-218, 11-19=-10 Horz: 1-2=-31, 2-4=-23, 4-5=-9 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-5, 4-10=-218, 11-19=-10 Horz: 1-2=-17, 2-5=-9 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-14, 4-10=-207, 11-19=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-4=-27, 4-10=-305, 11-19=-10 Horz: 1-2=-23, 2-5=-17 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) T20263926 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:50 2020 Page 3 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-NLSh6l_ckHjw3QNwh?9lBXcpUzcJB4r9Pb0v0fzEebV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-32, 2-4=-38, 4-10=-305, 11-19=-10 Horz: 1-2=-12, 2-4=-6, 4-5=-17 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-4=-27, 4-10=-315, 11-19=-10 Horz: 1-2=-23, 2-4=-17, 4-5=-6 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-38, 4-10=-315, 11-19=-10 Horz: 1-2=-12, 2-5=-6 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF19 Truss Type FLAT Qty 8 Ply 2 Job Reference (optional) T20263927 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:52 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-JjZRXR0sGvzeIjXIoQBDGyhFpnKqf?VSsvV05XzEebT Scale = 1:39.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 4x10 MT20HS 5x8 2x4 3x6 5x8 5x12 3x8 3x10 3x4 3x4 5x8 3x4 2x4 2x4 4x4 4x4 4x4 4x4 3x8 2-3-122-3-12 4-4-02-0-4 6-8-72-4-7 6-10-30-1-12 9-0-132-2-11 9-2-90-1-12 11-5-42-2-11 11-7-00-1-12 13-9-112-2-11 13-11-70-1-12 16-2-22-2-11 16-3-140-1-12 18-6-82-2-11 21-2-72-7-15 2-3-12 2-3-12 4-4-0 2-0-4 6-10-3 2-6-3 9-2-9 2-4-7 11-7-0 2-4-7 13-11-7 2-4-7 16-3-14 2-4-7 18-8-4 2-4-7 21-2-7 2-6-3 1-0-01-4-00.38 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [3:0-3-8,0-1-8], [4:0-5-4,0-2-12], [6:0-2-12,Edge], [10:0-3-8,0-1-8], [17:0-4-0,0-3-0], [19:0-3-8,0-1-8], [20:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.65 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.06 0.41 (loc) 16-17 16-17 12 16-17 l/defl >760 >474 n/a >608 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 210 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. REACTIONS. (size)21=0-5-8, 12=Mechanical Max Horz 21=17(LC 8) Max Uplift 21=-774(LC 8), 12=-492(LC 8) Max Grav 21=1851(LC 1), 12=1289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-1734/1225, 2-3=-4083/2725, 3-4=-7022/4700, 4-5=-7105/4761, 5-6=-7236/4852, 6-7=-6434/4317, 7-8=-6434/4317, 8-9=-4502/3020, 9-10=-2605/1747 BOT CHORD 20-21=-191/267, 19-20=-2737/4073, 18-19=-4577/6824, 17-18=-4762/7093, 16-17=-4854/7232, 15-16=-4317/6434, 14-15=-4317/6434, 13-14=-3020/4502, 12-13=-1747/2605 WEBS 2-20=-2680/4008, 3-20=-1305/901, 3-19=-2107/3124, 4-19=-1130/792, 4-18=-204/284, 6-16=-872/586, 8-15=-209/357, 8-14=-2111/1417, 9-14=-454/719, 9-13=-2072/1390, 10-13=-537/850, 10-12=-2733/1833 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 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) 21=774, 12=492. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 724 lb down and 485 lb up at 4-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF19 Truss Type FLAT Qty 8 Ply 2 Job Reference (optional) T20263927 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:53 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-nv7plm1U0C5Vwt6VM7iSp9EQZAg3OSlb5ZFZd_zEebS 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-54, 2-11=-100, 12-21=-10 Concentrated Loads (lb) Vert: 4=-724 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF20 Truss Type Half Hip Supported Qty 1 Ply 1 Job Reference (optional) T20263928 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:54 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-G6hCy626nWDMY1hhwrEhLNndqa8a75ulJD_79QzEebR Scale = 1:37.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 6x8 5x6 10x16 MT20HS 3x6 4-4-04-4-0 19-8-015-4-0 4-4-0 4-4-0 19-8-0 15-4-0 1-0-01-4-00.38 12 Plate Offsets (X,Y)-- [14:0-0-0,0-2-12], [15:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 1 1 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT20HS Weight: 78 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 14-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 27-28. REACTIONS.All bearings 19-8-0. (lb) - Max Horz 28=17(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 22, 27 except 28=-178(LC 8), 15=-1758(LC 9), 23=-160(LC 8), 24=-129(LC 9), 25=-125(LC 8), 26=-153(LC 8), 21=-223(LC 8), 20=-228(LC 9), 18=-110(LC 8), 17=-123(LC 9), 16=-204(LC 8) Max Grav All reactions 250 lb or less at joint(s) 22, 27 except 28=274(LC 1), 15=4553(LC 1), 23=398(LC 1), 24=319(LC 1), 25=332(LC 1), 26=259(LC 1), 21=582(LC 1), 20=595(LC 1), 18=283(LC 1), 17=316(LC 1), 16=454(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-252/253, 14-15=-4569/3071 WEBS 7-23=-383/281, 6-24=-310/229, 5-25=-315/229, 4-26=-274/204, 9-21=-558/404, 10-20=-572/413, 11-18=-272/196, 12-17=-306/224, 13-16=-420/305 NOTES-(13) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 27 except (jt=lb) 28=178, 15=1758, 23=160, 24=129, 25=125, 26=153, 21=223, 20=228, 18=110, 17=123, 16=204. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4571 lb down and 3065 lb up at 19-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TF20 Truss Type Half Hip Supported Qty 1 Ply 1 Job Reference (optional) T20263928 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:54 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-G6hCy626nWDMY1hhwrEhLNndqa8a75ulJD_79QzEebR 13) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-14=-244, 15-28=-10 Concentrated Loads (lb) Vert: 14=-4571 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG01 Truss Type FLOOR Qty 1 Ply 3 Job Reference (optional) T20263929 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:58 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-8twioU5drljo0e?S9hIdWDxPRBVE3w1LEryKIBzEebN Scale = 1:39.3 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 17 16 15 14 28 18 3x4 3x4 3x8 3x8 3x8 3x8 7x8 3x4 3x4 3x8 5x8 3x8 3x8 3x8 Special Special Special Special Special Special 2-0-142-0-14 4-0-01-11-2 5-11-21-11-2 7-10-41-11-2 9-9-61-11-2 11-8-81-11-2 13-7-101-11-2 15-6-121-11-2 16-7-81-0-13 17-5-140-10-5 19-5-01-11-2 21-4-21-11-2 23-5-02-0-14 2-0-14 2-0-14 4-0-0 1-11-2 5-11-2 1-11-2 7-10-4 1-11-2 9-9-6 1-11-2 11-8-8 1-11-2 13-7-10 1-11-2 15-6-12 1-11-2 17-5-14 1-11-2 19-5-0 1-11-2 21-4-2 1-11-2 23-5-0 2-0-14 1-4-0Plate Offsets (X,Y)-- [9:0-4-0,0-3-0], [23:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-4 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.05 0.14 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 16 16 14 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 388 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,25-26,24-25. REACTIONS.All bearings 16-7-8 except (jt=length) 14=0-3-8, 18=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 19 except 14=-117(LC 17), 18=-278(LC 17) Max Grav All reactions 250 lb or less at joint(s) 27, 26, 25, 24, 23, 22 except 14=495(LC 4), 21=386(LC 3), 20=567(LC 3), 19=280(LC 3), 18=905(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-733/235, 12-13=-733/235, 13-14=-423/104 BOT CHORD 19-20=-367/131, 18-19=-367/131, 17-18=-367/131, 16-17=-276/851, 15-16=-276/851 WEBS 9-19=-517/48, 9-17=-192/543, 11-17=-822/265, 11-16=-170/281, 13-15=-249/753 NOTES-(8) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 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) Unbalanced floor live loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 14=117, 18=278. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 264 lb down at 11-9-4, 396 lb down at 13-5-5, 204 lb down and 172 lb up at 15-5-5, 204 lb down and 172 lb up at 17-5-5, and 204 lb down and 172 lb up at 19-5-5, and 204 lb down and 172 lb up at 21-5-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-80, 14-27=-8 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG01 Truss Type FLOOR Qty 1 Ply 3 Job Reference (optional) T20263929 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:45:58 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-8twioU5drljo0e?S9hIdWDxPRBVE3w1LEryKIBzEebN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 21=-264(B) 20=-396(B) 19=-204(B) 17=-204(B) 16=-204(B) 15=-204(B) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 Job Reference (optional) T20263930 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:03 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-VrkbrB9mgHL47PtQxEuoDGf9gC49k204O6g5zOzEebI Scale = 1:29.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819202122 3x6 3x10 2x4 6x8 4x12 2x4 5x8 2x4 3x4 2x4 3x4 2x4 7x8 2x4 2x4 4x12 Special Special Special Special Special Special Special SpecialSpecial Special Special Special Special Special Special Special 2-6-152-6-15 5-0-32-5-3 7-5-62-5-3 9-10-102-5-3 12-3-132-5-3 14-9-12-5-3 17-4-02-6-15 2-6-15 2-6-15 5-0-3 2-5-3 7-5-6 2-5-3 9-10-10 2-5-3 12-3-13 2-5-3 14-9-1 2-5-3 17-4-0 2-6-15 1-8-0Plate Offsets (X,Y)-- [3:0-3-12,0-3-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.67 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.04 0.21 (loc) 12-13 12-13 9 12-13 l/defl >960 >611 n/a >985 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-15,3-15,5-11,7-11,7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 9=0-5-8 Max Uplift 16=-1840(LC 4), 9=-1685(LC 4) Max Grav 16=4571(LC 1), 9=4189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3795/1536, 1-2=-7139/2873, 2-3=-7139/2873, 3-4=-14353/5777, 4-5=-14353/5777, 5-6=-11873/4779, 6-7=-11872/4778 BOT CHORD 15-16=-117/288, 14-15=-4950/12295, 13-14=-4950/12295, 12-13=-5777/14353, 11-12=-5777/14353, 10-11=-2947/7320, 9-10=-2947/7320 WEBS 1-15=-3120/7754, 3-15=-5835/2350, 3-14=-534/1375, 3-13=-950/2362, 5-12=-446/1156, 5-11=-2803/1129, 7-11=-2075/5158, 7-10=-474/1236, 7-9=-8031/3232 NOTES-(9) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1840, 9=1685. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 191 lb up at 1-3-4, 500 lb down and 205 lb up at 1-3-4, 459 lb down and 191 lb up at 3-3-4, 500 lb down and 205 lb up at 3-3-4, 459 lb down and 191 lb up at 5-3-4, 500 lb down and 205 lb up at 5-3-4, 459 lb down and 191 lb up at 7-3-4, 500 lb down and 205 lb up at 7-3-4, 459 lb down and 191 lb up at 9-3-4, 500 lb down and 205 lb up at 9-3-4, 459 lb down and 191 lb up at 11-3-4, 500 lb down and 205 lb up at 11-3-4, 459 lb down and 191 lb up at 13-3-4, 500 lb down and 205 lb up at 13-3-4, and 459 lb down and 191 lb up at 15-3-4, and 500 lb down and 205 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 Job Reference (optional) T20263930 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:03 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-VrkbrB9mgHL47PtQxEuoDGf9gC49k204O6g5zOzEebI 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54, 9-16=-10 Concentrated Loads (lb) Vert: 14=-959(F=-459, B=-500) 13=-959(F=-459, B=-500) 17=-959(F=-459, B=-500) 18=-959(F=-459, B=-500) 19=-959(F=-459, B=-500) 20=-959(F=-459, B=-500) 21=-959(F=-459, B=-500) 22=-959(F=-459, B=-500) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG06 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T20263931 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:05 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-RDsMGtA0CucoMj1o3fwGIhkZ00rrC00MrQ9C2HzEebG Scale = 1:25.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 2x4 3x6 1-6-01-6-0 1-8-120-2-12 4-3-132-7-1 6-10-142-7-1 9-5-152-7-1 12-1-02-7-1 14-11-92-10-9 1-8-12 1-8-12 4-3-13 2-7-1 4-5-9 0-1-12 6-10-14 2-5-5 7-0-10 0-1-12 9-5-15 2-5-5 9-7-11 0-1-12 12-2-12 2-7-1 14-11-9 2-8-13 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.22 0.33 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.01 0.03 (loc) 10-11 10-11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 13=0-5-8 Max Uplift 8=-183(LC 8) Max Grav 8=666(LC 1), 13=1406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/510, 2-3=-890/777, 3-4=-1756/1040, 4-5=-1903/1009, 5-6=-1313/656 BOT CHORD 12-13=-510/0, 11-12=-777/890, 10-11=-1040/1756, 9-10=-1009/1903, 8-9=-656/1313 WEBS 1-13=-594/0, 2-13=-977/243, 2-12=-591/1509, 3-12=-573/246, 3-11=-284/934, 4-11=-320/121, 5-9=-631/378, 6-8=-1347/674 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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) 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) 8=183. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG06 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T20263931 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:05 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-RDsMGtA0CucoMj1o3fwGIhkZ00rrC00MrQ9C2HzEebG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-228, 2-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 1=-256 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-208, 2-7=-80, 8-14=-10 Concentrated Loads (lb) Vert: 1=-233 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-148, 2-7=-20, 8-14=-30 Concentrated Loads (lb) Vert: 1=-186 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-75, 2-7=53, 8-14=-6 Concentrated Loads (lb) Vert: 1=-73 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-75, 2-7=53, 8-14=-6 Concentrated Loads (lb) Vert: 1=-73 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-166, 2-7=-38, 8-14=-10 Concentrated Loads (lb) Vert: 1=-183 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-166, 2-7=-38, 8-14=-10 Concentrated Loads (lb) Vert: 1=-183 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-7=31, 8-14=-6 Concentrated Loads (lb) Vert: 1=-99 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-7=31, 8-14=-6 Concentrated Loads (lb) Vert: 1=-99 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-7=3, 8-14=-10 Concentrated Loads (lb) Vert: 1=-172 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-7=3, 8-14=-10 Concentrated Loads (lb) Vert: 1=-172 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-7=31, 8-14=-6 Concentrated Loads (lb) Vert: 1=-99 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-7=31, 8-14=-6 Concentrated Loads (lb) Vert: 1=-99 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-7=31, 8-14=-6 Concentrated Loads (lb) Vert: 1=-99 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-7=31, 8-14=-6 Concentrated Loads (lb) Vert: 1=-99 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG06 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T20263931 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:05 2020 Page 3 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-RDsMGtA0CucoMj1o3fwGIhkZ00rrC00MrQ9C2HzEebG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-125, 2-7=3, 8-14=-10 Concentrated Loads (lb) Vert: 1=-172 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-7=3, 8-14=-10 Concentrated Loads (lb) Vert: 1=-172 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-148, 2-7=-20, 8-14=-10 Concentrated Loads (lb) Vert: 1=-163 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-7=-63, 8-14=-10 Concentrated Loads (lb) Vert: 1=-240 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-7=-63, 8-14=-10 Concentrated Loads (lb) Vert: 1=-240 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-7=-63, 8-14=-10 Concentrated Loads (lb) Vert: 1=-240 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-7=-63, 8-14=-10 Concentrated Loads (lb) Vert: 1=-240 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG07 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T20263932 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:07 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-Ncz6hZCGjWsWb1BBA4zkN6psDqNPgsafJkeJ7AzEebE Scale = 1:42.4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 2x4 5x6 2x4 3x8 3x8 4x4 4x4 5x8 4x4 4x4 3x6 1-6-01-6-0 1-8-120-2-12 4-0-42-3-8 6-3-132-3-8 8-7-52-3-8 10-10-132-3-8 13-2-62-3-8 15-5-142-3-8 17-9-72-3-8 20-0-152-3-8 22-4-72-3-8 24-11-82-7-1 1-8-12 1-8-12 4-0-4 2-3-8 4-2-0 0-1-12 6-3-13 2-1-12 6-5-9 0-1-12 8-7-5 2-1-12 8-9-1 0-1-12 10-10-13 2-1-12 11-0-9 0-1-12 13-2-6 2-1-12 13-4-2 0-1-12 15-5-14 2-1-12 15-7-10 0-1-12 17-9-7 2-1-12 17-11-3 0-1-12 20-0-15 2-1-12 20-2-11 0-1-12 22-6-3 2-3-8 24-11-8 2-5-5 1-4-0Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [8:0-3-0,0-3-0], [19:0-3-12,0-3-0], [22:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.90 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.58 0.07 0.22 (loc) 18 18 13 18 l/defl >633 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-19: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 23=0-5-8 Max Uplift 13=-296(LC 8), 23=-8(LC 8) Max Grav 13=1239(LC 1), 23=1933(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/477, 2-3=-1861/1160, 3-4=-3877/1889, 4-5=-5306/2402, 5-6=-6228/2714, 6-7=-6555/2795, 7-8=-6354/2668, 8-9=-5630/2340, 9-10=-4366/1800, 10-11=-2421/992 BOT CHORD 22-23=-477/0, 21-22=-1160/1861, 20-21=-1889/3877, 19-20=-2402/5306, 18-19=-2706/6208, 17-18=-2795/6555, 16-17=-2662/6338, 15-16=-2340/5630, 14-15=-1800/4366, 13-14=-992/2421 WEBS 1-23=-550/0, 2-23=-1491/427, 2-22=-1002/2568, 3-22=-1092/443, 3-21=-801/2214, 4-21=-886/343, 4-20=-563/1569, 5-20=-631/249, 5-19=-342/1008, 6-19=-384/151, 6-18=-98/381, 8-16=-787/358, 9-16=-140/361, 9-15=-1388/593, 10-15=-231/597, 10-14=-2115/879, 11-14=-317/824, 11-13=-2557/1047 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 13=296. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG07 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T20263932 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:08 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-roXUuvCuUp_NDBlNknUzwKM1yDjePJqpXONsfczEebD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-228, 2-12=-100, 13-24=-10 Concentrated Loads (lb) Vert: 1=-256 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-208, 2-12=-80, 13-24=-10 Concentrated Loads (lb) Vert: 1=-233 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-148, 2-12=-20, 13-24=-30 Concentrated Loads (lb) Vert: 1=-186 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-79, 2-12=49, 13-24=-6 Concentrated Loads (lb) Vert: 1=-78 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-79, 2-12=49, 13-24=-6 Concentrated Loads (lb) Vert: 1=-78 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-165, 2-12=-37, 13-24=-10 Concentrated Loads (lb) Vert: 1=-183 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-165, 2-12=-37, 13-24=-10 Concentrated Loads (lb) Vert: 1=-183 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-12=31, 13-24=-6 Concentrated Loads (lb) Vert: 1=-99 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-12=31, 13-24=-6 Concentrated Loads (lb) Vert: 1=-99 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-12=3, 13-24=-10 Concentrated Loads (lb) Vert: 1=-172 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-12=3, 13-24=-10 Concentrated Loads (lb) Vert: 1=-172 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-12=31, 13-24=-6 Concentrated Loads (lb) Vert: 1=-99 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-12=31, 13-24=-6 Concentrated Loads (lb) Vert: 1=-99 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-12=31, 13-24=-6 Concentrated Loads (lb) Vert: 1=-99 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 2-12=31, 13-24=-6 Concentrated Loads (lb) Vert: 1=-99 Continued on page 3 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG07 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T20263932 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:08 2020 Page 3 Builders FirstSource, Jacksonville, FL - 32244, ID:kY?v2z131AH?jH07?h5rQ?zMXjQ-roXUuvCuUp_NDBlNknUzwKM1yDjePJqpXONsfczEebD LOAD CASE(S) Standard 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-12=3, 13-24=-10 Concentrated Loads (lb) Vert: 1=-172 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-125, 2-12=3, 13-24=-10 Concentrated Loads (lb) Vert: 1=-172 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-148, 2-12=-20, 13-24=-10 Concentrated Loads (lb) Vert: 1=-163 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-12=-63, 13-24=-10 Concentrated Loads (lb) Vert: 1=-240 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-12=-63, 13-24=-10 Concentrated Loads (lb) Vert: 1=-240 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-12=-63, 13-24=-10 Concentrated Loads (lb) Vert: 1=-240 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-191, 2-12=-63, 13-24=-10 Concentrated Loads (lb) Vert: 1=-240 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG09 Truss Type FLOOR Qty 1 Ply 4 Job Reference (optional) T20263933 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:09 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-J_5s5FDWF76ErKKaIU?CSXu75d4x8nzym27PB2zEebC Scale = 1:31.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019202122232425 4x10 MT20HS 4x12 3x4 8x12 2x4 3x10 3x10 2x4 4x4 7x14 MT20HS 3x10 6x12 MT20HS 4x8 2x4 5x12 2x4 5x12 3x10 Special Special Special Special Special Special Special Special Special 2-4-32-4-3 4-6-92-2-7 6-9-02-2-7 8-11-62-2-7 11-1-132-2-7 13-4-32-2-7 15-6-102-2-7 17-10-122-4-2 2-4-3 2-4-3 4-6-9 2-2-7 6-9-0 2-2-7 8-11-6 2-2-7 11-1-13 2-2-7 13-4-3 2-2-7 15-6-10 2-2-7 17-10-12 2-4-2 1-4-0Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [14:0-7-0,0-4-8], [17:0-4-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.83 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.54 0.06 (loc) 14-15 14-15 10 l/defl >561 >393 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 388 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP M 31 *Except* 1-18,9-10: 2x4 SP No.2 2-17,3-16,4-15,5-14,6-13,7-12,8-11: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=Mechanical, 10=0-5-8 Max Grav 18=10631(LC 1), 10=5868(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-6913/0, 1-2=-15896/0, 2-3=-15896/0, 3-4=-25071/0, 4-5=-25071/0, 5-6=-24901/0, 6-7=-24901/0, 7-8=-11278/0, 8-9=-11278/0, 9-10=-4993/0 BOT CHORD 17-18=0/1258, 16-17=0/25071, 15-16=0/25071, 14-15=0/28664, 13-14=0/28664, 12-13=0/20607, 11-12=0/20607, 10-11=0/629 WEBS 1-17=0/15966, 2-17=0/558, 3-17=-10008/0, 3-16=0/3000, 4-15=0/371, 5-15=-4076/0, 5-14=0/2493, 5-13=-4105/0, 7-13=0/4684, 7-12=0/1681, 7-11=-10175/0, 9-11=0/11615 NOTES-(10) 1) Special connection required to distribute bottom chord loads equally between all plies. 2) Special connection required to distribute web loads equally between all plies. 3) 4-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-17 2x4 - 2 rows staggered at 0-4-0 oc, member 3-16 2x4 - 2 rows staggered at 0-4-0 oc, member 4-15 2x4 - 2 rows staggered at 0-4-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 4) 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. 5) Unbalanced floor live loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 7) Refer to girder(s) for truss to truss connections. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5900 lb down at 1-3-0, 982 lb down at 2-4-8, 982 lb down at 4-4-8, 982 lb down at 6-4-8, 982 lb down at 8-4-8, 982 lb down at 10-4-8, 982 lb down at 12-4-8, and 982 lb down at 14-4-8, and 982 lb down at 16-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG09 Truss Type FLOOR Qty 1 Ply 4 Job Reference (optional) T20263933 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:09 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-J_5s5FDWF76ErKKaIU?CSXu75d4x8nzym27PB2zEebC LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-146, 10-18=-10 Concentrated Loads (lb) Vert: 17=-982(F) 16=-982(F) 19=-5900(F) 20=-982(F) 21=-982(F) 22=-982(F) 23=-982(F) 24=-982(F) 25=-982(F) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG10 Truss Type ROOF TRUSS Qty 1 Ply 3 Job Reference (optional) T20263934 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:12 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-kZn?kGGPY2Upio38zdYv4AWZOr4YL4QOS0L3oNzEeb9 Scale = 1:33.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121222324252627 3x8 MT20HS 4x12 4x12 3x8 MT20HS7x8 5x8 5x12 2x4 6x12 MT20HS 2x4 4x4 2x4 3x6 3x10 8x14 MT20HS 2x4 12x14 2x4 10x14 Special Special Special Special Special Special Special Special 0-2-30-2-3 2-3-12-0-14 4-2-111-11-9 6-2-41-11-9 8-1-141-11-9 10-1-71-11-9 12-1-11-11-9 14-0-101-11-9 16-0-41-11-9 18-3-52-3-1 2-3-1 2-3-1 4-2-11 1-11-9 6-2-4 1-11-9 8-1-14 1-11-9 10-1-7 1-11-9 12-1-1 1-11-9 14-0-10 1-11-9 16-0-4 1-11-9 18-3-5 2-3-1 1-4-0Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [4:0-5-12,0-3-0], [8:0-0-0,0-1-12], [13:0-0-0,0-1-12], [13:0-2-4,0-4-0], [14:0-7-0,Edge], [18:0-4-8,0-2-8], [19:0-3-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.97 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.76 0.08 0.47 (loc) 15-16 15-16 11 15-16 l/defl >451 >284 n/a >463 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 300 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-19,10-12: 2x4 SP M 31, 2-18,4-18,4-16,6-14,8-14,8-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 11=Mechanical Max Uplift 20=-2474(LC 4), 11=-2312(LC 4) Max Grav 20=6336(LC 1), 11=5923(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-5642/2212, 1-2=-12391/4839, 2-3=-20311/7932, 3-4=-20311/7932, 4-5=-29094/11362, 5-6=-29094/11362, 6-7=-25634/10011, 7-8=-25634/10011, 8-9=-11582/4522, 9-10=-11582/4522, 10-11=-5304/2079 BOT CHORD 19-20=-237/605, 18-19=-4839/12391, 17-18=-10492/26863, 16-17=-10492/26863, 15-16=-11362/29094, 14-15=-11362/29094, 13-14=-8073/20671, 12-13=-8073/20671, 11-12=-220/562 WEBS 1-19=-5054/12943, 2-19=-3952/1564, 2-18=-3440/8811, 4-18=-7289/2848, 4-17=-674/1771, 4-16=-968/2481, 6-15=-533/1410, 6-14=-3848/1504, 8-14=-2155/5522, 8-13=-628/1649, 8-12=-10111/3950, 10-12=-4725/12103 NOTES-(11) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 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. 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) 20=2474, 11=2312. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1285 lb down and 507 lb up at 1-8-14, 1285 lb down and 507 lb up at 3-8-14, 1285 lb down and 507 lb up at 5-8-14, 1285 lb down and 507 lb up at 7-8-14, 1285 lb down and 507 lb up at 9-8-14, 1285 lb down and 507 lb up at 11-8-14, and 1285 lb down and 507 lb up at 13-8-14, and 1285 lb down and 507 lb up at 15-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG10 Truss Type ROOF TRUSS Qty 1 Ply 3 Job Reference (optional) T20263934 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:12 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-kZn?kGGPY2Upio38zdYv4AWZOr4YL4QOS0L3oNzEeb9 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 12=-1285(B) 21=-1285(B) 22=-1285(B) 23=-1285(B) 24=-1285(B) 25=-1285(B) 26=-1285(B) 27=-1285(B) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 1767113 Truss TG11 Truss Type FLOOR Qty 1 Ply 3 Job Reference (optional) T20263935 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 09:46:14 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:l1wW8LdJXT9eTI6G_nwVvlyzsXS-gyul9yHf4fkWx6DX52bN9bc?wemWpxLhwKqAsGzEeb7 Scale = 1:25.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 4x12 3x4 3x10 5x12 2x4 5x12 2x4 4x8 2x4 2x4 4x8 2x4 5x12 2x4 5x12 0-0-30-0-3 2-3-92-3-5 4-5-52-1-13 6-7-22-1-13 8-8-142-1-13 10-10-112-1-13 13-0-72-1-13 15-4-02-3-9 2-3-9 2-3-9 4-5-5 2-1-13 6-7-2 2-1-13 8-8-14 2-1-13 10-10-11 2-1-13 13-0-7 2-1-13 15-4-0 2-3-9 1-4-0Plate Offsets (X,Y)-- [7:0-4-0,0-2-4], [15:0-4-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.94 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.44 0.08 (loc) 12-13 12-13 9 l/defl >683 >407 n/a L/d 360 240 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-15,3-15,3-13,5-13,5-11,7-11,7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 9=0-5-8 Max Grav 16=5731(LC 1), 9=5731(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5503/0, 1-2=-9970/0, 2-3=-9970/0, 3-4=-19914/0, 4-5=-19914/0, 5-6=-16640/0, 6-7=-16640/0, 7-8=-439/0, 8-9=-878/0 BOT CHORD 15-16=0/465, 14-15=0/16668, 13-14=0/16668, 12-13=0/19947, 11-12=0/19947, 10-11=0/10025, 9-10=0/10025 WEBS 1-15=0/10563, 2-15=-1557/0, 3-15=-7444/0, 3-13=0/3607, 4-13=-1563/0, 5-11=-3676/0, 6-11=-1562/0, 7-11=0/7351, 7-9=-10651/0 NOTES-(5) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-752, 9-16=-10 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-752, 9-16=-10 This item has been electronically signed and sealed by Finn, Walter, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 20,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.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 PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths