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HomeMy WebLinkAboutengineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J40765A - Hodson Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 39 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: N/A psf Site Information: Lot/Block: Customer Info: Mel-Ry Const. Project Name: Hodson Model: Custom SFR Subdivision: Nettles Island Address: 571 Nettles State: FloridaCity: Port St Lucie Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 16,2020 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 East Coast Truss. 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 T22200993 A01G Date 12/16/202T22200994A0212/16/203T22200995A0312/16/204T22200996A0412/16/205T22200997A0512/16/206T22200998A0612/16/207T22200999A0712/16/208T22201000A0812/16/209T22201001A0912/16/2010T22201002A1012/16/2011T22201003B01G12/16/2012T22201004B02G12/16/2013T22201005B0312/16/2014T22201006B0412/16/2015T22201007C0112/16/2016T22201008C0212/16/2017T22201009C0312/16/2018T22201010C0412/16/2019T22201011C0512/16/2020T22201012C0612/16/2021T22201013ZCJ112/16/2022T22201014ZCJ212/16/20 No.Seal#Truss Name 23 T22201015 ZCJ3 Date 12/16/2024T22201016ZCJ412/16/2025T22201017ZCJ512/16/2026T22201018ZCJ612/16/2027T22201019ZCJ712/16/2028T22201020ZCJ812/16/2029T22201021ZCJ912/16/2030T22201022ZCJ1012/16/2031T22201023ZCJ1112/16/2032T22201024ZCJ1212/16/2033T22201025ZCJ1312/16/2034T22201026ZCJ1412/16/2035T22201027ZEJA12/16/2036T22201028ZEJB12/16/2037T22201029ZEJC12/16/2038T22201030ZEJD12/16/2039T22201031ZEJE12/16/20 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A01G Truss Type Roof Special Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22200993 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:46 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-ti?5BSHXs6WGgGChpoKG_vfmhs6E3w8LtWQORPy8N4x Scale = 1:35.8 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 23 24 25 3x10 5x5 4x10 M18SHS 5x6 6x6 3x4 2x4 7x12 3x4 3x4 3x4 2x4 0-4-8 0-4-8 4-6-9 4-2-1 8-5-5 3-10-12 13-3-4 4-9-15 18-1-2 4-9-15 21-8-8 3-7-6 4-6-9 4-6-9 8-5-5 3-10-12 13-3-4 4-9-15 18-1-2 4-9-15 21-8-8 3-7-6 0-4-11-10-23-10-40-4-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:1-0-1,0-1-5], [3:0-3-0,0-2-8], [10:0-6-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.92 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.33 -0.09 (loc) 8-10 8-10 6 l/defl >743 >788 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 124 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x6 SP SS *Except* 6-9: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-10: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-145(LC 23) Max Uplift 1=-1695(LC 8), 6=-1384(LC 8) Max Grav 1=2135(LC 1), 6=1730(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4146/3345, 2-3=-4340/3603, 3-4=-4168/3488, 4-5=-4785/3940, 5-6=-4196/3400 BOT CHORD 1-11=-2984/3771, 10-11=-2984/3771, 8-10=-3706/4652, 7-8=-3072/3871, 6-7=-3070/3857 WEBS 2-11=-342/370, 2-10=-638/611, 3-10=-1798/2233, 4-10=-738/613, 5-8=-705/816 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) 1=1695, 6=1384. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 129 lb up at 10-7-2, 188 lb down and 219 lb up at 12-10-14, 165 lb down and 175 lb up at 15-2-9, and 140 lb down and 134 lb up at 17-6-5, and 69 lb down and 142 lb up at 18-1-2 on top chord, and 1663 lb down and 1450 lb up at 8-5-5, 171 lb down and 139 lb up at 10-7-2, 58 lb down and 25 lb up at 12-10-14, 38 lb down and 27 lb up at 15-2-9, and 27 lb down and 26 lb up at 17-6-5, and 15 lb down and 21 lb up at 18-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING DESIGNER REQUEST. TYPICAL IN THIS JOB. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A01G Truss Type Roof Special Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22200993 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:46 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-ti?5BSHXs6WGgGChpoKG_vfmhs6E3w8LtWQORPy8N4x LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 10=-1663(B) 7=-11(B) 18=-14(B) 19=-89(B) 20=-55(B) 21=-22(B) 22=-171(B) 23=-48(B) 24=-34(B) 25=-21(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A02 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22200994 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:47 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-LvYTOoI9dPe7HQntMVsVX6B?iGV6oPYV6AAyzry8N4w Scale = 1:36.2 1 2 3 4 5 8 7 6 4x4 4x4 4x10 3x4 3x6 3x8 1x4 1x4 0-4-8 0-4-8 9-7-3 9-2-11 14-7-9 5-0-6 21-8-8 7-0-15 5-1-8 5-1-8 9-7-3 4-5-11 14-7-9 5-0-6 21-8-8 7-0-15 0-4-13-3-74-4-00-4-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.59 0.75 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.33 0.05 (loc) 6-16 8-13 5 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 0% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-170(LC 6) Max Uplift 1=-591(LC 8), 5=-570(LC 8) Max Grav 1=884(LC 1), 5=853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1628/1163, 2-3=-1287/891, 3-4=-1212/883, 4-5=-1599/1074 BOT CHORD 1-8=-972/1458, 6-8=-867/1436, 5-6=-867/1429 WEBS 2-8=-407/413, 3-8=-217/475, 4-8=-404/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 1=591, 5=570. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A03 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22200995 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-p56rc8JnOjm_vaM3wDNk3KkD?fvTXpNeLqvVVHy8N4v Scale = 1:36.3 1 2 3 4 5 9 8 7 6 3x4 4x4 3x4 3x6 3x4 1x4 3x8 3x4 1x4 0-4-8 0-4-8 5-8-7 5-3-15 10-9-0 5-0-10 11-1-15 0-4-15 16-1-5 4-11-6 21-8-8 5-7-3 5-8-7 5-8-7 10-9-0 5-0-10 11-1-15 0-4-15 16-1-5 4-11-6 21-8-8 5-7-3 0-4-14-9-130-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.43 0.48 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.14 0.05 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 0% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-196(LC 6) Max Uplift 1=-591(LC 8), 5=-570(LC 8) Max Grav 1=884(LC 1), 5=853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1644/1097, 2-3=-1170/850, 3-4=-1188/858, 4-5=-1737/1168 BOT CHORD 1-9=-909/1461, 8-9=-909/1461, 6-8=-987/1572, 5-6=-987/1572 WEBS 2-8=-547/429, 4-8=-644/501, 3-8=-326/557 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 1=591, 5=570. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A04 Truss Type Common Qty 6 Ply 1 Hodson Job Reference (optional) T22200996 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-HHgDpUKP91urXkxGUwuzcXHOt3EJGJVnaUf31ky8N4u Scale = 1:35.8 1 2 3 4 5 8 7 6 3x4 3x4 3x6 4x4 3x4 1x4 3x4 1x4 0-4-8 0-4-8 7-5-7 7-0-15 14-3-1 6-9-10 21-8-8 7-5-7 5-9-0 5-9-0 10-10-4 5-1-4 15-11-8 5-1-4 21-8-8 5-9-0 0-4-14-10-50-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.42 0.57 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.17 0.04 (loc) 6-16 6-16 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 0% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-196(LC 6) Max Uplift 1=-591(LC 8), 5=-570(LC 8) Max Grav 1=884(LC 1), 5=853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1633/1119, 2-3=-1446/1040, 3-4=-1511/1084, 4-5=-1700/1171 BOT CHORD 1-8=-929/1453, 6-8=-536/1010, 5-6=-987/1540 WEBS 3-6=-335/586, 4-6=-383/418, 3-8=-271/499, 2-8=-336/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 1=591, 5=570. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A05 Truss Type Scissor Qty 3 Ply 1 Hodson Job Reference (optional) T22200997 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-HHgDpUKP91urXkxGUwuzcXHJo376GFRnaUf31ky8N4u Scale = 1:38.9 1 2 3 4 5 9 8 7 6 4x4 4x4 3x6 3x8 M18SHS 5x8 3x4 3x4 1x4 1x4 0-4-8 0-4-8 1-0-8 0-8-0 5-11-6 4-10-14 11-0-8 5-1-2 15-11-6 4-10-14 21-8-8 5-9-2 1-0-8 1-0-8 5-11-6 4-10-14 10-10-4 4-10-14 15-11-6 5-1-2 21-8-8 5-9-2 0-4-14-10-50-4-12-1-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [7:0-2-4,0-2-4], [9:0-4-0,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.97 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.46 0.25 (loc) 7-8 7-8 5 l/defl >635 >539 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 90 lb FT = 0% GRIP 244/190 244/190 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. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 0-8-0. (lb) - Max Horz 1=-196(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-455(LC 8), 5=-566(LC 8), 9=-140(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9 except 1=811(LC 1), 5=851(LC 1), 1=811(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2528/1599, 2-3=-2057/1303, 3-4=-2178/1359, 4-5=-2899/1875 BOT CHORD 1-9=-1351/2247, 8-9=-1376/2291, 7-8=-1391/2312, 6-7=-1670/2685, 5-6=-1664/2672 WEBS 2-7=-498/406, 3-7=-664/1237, 4-7=-793/630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) 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 455 lb uplift at joint 1, 566 lb uplift at joint 5, 140 lb uplift at joint 9 and 455 lb uplift at joint 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A06 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22200998 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:50 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-lUEb0qK1wK0i8tVS2dPC8lpWYTVd?jYxo8OcaAy8N4t Scale = 1:37.3 1 2 3 4 5 6 7 9 8 4x4 3x6 5x8 5x8 2x4 1x4 1x4 2x4 4x4 5x8 0-4-8 0-4-8 1-0-8 0-8-0 9-6-11 8-6-3 12-6-5 2-11-10 21-8-8 9-2-3 1-0-8 1-0-8 5-3-9 4-3-1 9-6-11 4-3-1 10-10-4 1-3-9 12-6-5 1-8-1 16-9-7 4-3-2 21-8-8 4-11-1 0-4-14-10-50-4-11-9-55.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-13,Edge], [1:0-4-4,Edge], [8:0-2-12,0-2-8], [9:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.89 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.44 0.22 (loc) 8-9 8-12 7 l/defl >734 >596 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-8-0, 1=0-8-0 Max Horz 1=-196(LC 6) Max Uplift 7=-570(LC 8), 1=-591(LC 8) Max Grav 7=853(LC 1), 1=884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2579/1777, 2-3=-2236/1424, 3-4=-2265/1608, 4-5=-2424/1690, 5-6=-2406/1518, 6-7=-2920/2024 BOT CHORD 1-9=-1548/2380, 8-9=-804/1642, 7-8=-1811/2713 WEBS 2-9=-383/412, 3-9=-309/408, 4-9=-752/992, 4-8=-802/1093, 5-8=-285/376, 6-8=-560/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 591 lb uplift at joint 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A07 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22200999 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:51 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-Ego_EALghe8Zm14ebLwRhyMhEtuHk8V41o896cy8N4s Scale = 1:36.9 1 2 3 4 576 4x4 3x4 5x8 5x8 1x4 1x4 4x4 5x8 0-4-8 0-4-8 1-0-8 0-8-0 7-6-11 6-6-3 14-6-5 6-11-10 21-8-8 7-2-3 1-0-8 1-0-8 7-6-11 6-6-3 10-10-4 3-3-9 14-6-5 3-8-1 21-8-8 7-2-3 0-4-14-10-50-4-11-4-55.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-13,Edge], [1:0-3-0,Edge], [6:0-2-12,0-2-8], [7:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.67 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.44 0.20 (loc) 6-7 6-7 5 l/defl >831 >587 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)5=0-8-0, 1=0-8-0 Max Horz 1=-196(LC 6) Max Uplift 5=-570(LC 8), 1=-591(LC 8) Max Grav 5=853(LC 1), 1=884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2523/1612, 2-3=-2498/1806, 3-4=-2781/1990, 4-5=-2790/1768 BOT CHORD 1-7=-1370/2313, 6-7=-735/1410, 5-6=-1542/2566 WEBS 2-7=-305/404, 3-7=-877/1277, 3-6=-1064/1478, 4-6=-369/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 5, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 5 and 591 lb uplift at joint 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A08 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22201000 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-isMMRWMISyGQOBfq92RgEAuuSHDbTZIEGStje3y8N4r Scale = 1:37.6 1 2 3 4 5 6 9 8 7 5x5 4x4 3x6 5x8 5x5 1x4 4x8 3x4 4x4 5x8 0-4-8 0-4-8 1-0-8 0-8-0 5-6-11 4-6-3 9-1-8 3-6-13 11-5-3 2-3-11 16-6-5 5-1-2 21-0-8 4-6-3 21-8-8 0-8-0 22-1-0 0-4-8 1-0-8 1-0-8 5-6-11 4-6-3 9-1-8 3-6-13 11-5-3 2-3-11 16-6-5 5-1-2 21-0-8 4-6-3 22-1-0 1-0-8 0-4-14-1-114-7-70-4-10-11-55.00 12 2.50 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-13,Edge], [1:0-3-0,Edge], [7:0-2-8,0-3-0], [9:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.46 0.73 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.36 0.19 (loc) 7-8 7-8 6 l/defl >845 >727 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 1=0-8-0 Max Horz 1=184(LC 7) Max Uplift 6=-570(LC 8), 1=-591(LC 8) Max Grav 6=853(LC 1), 1=884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2556/1670, 2-3=-2524/1812, 3-4=-1455/1049, 4-5=-1527/1035, 5-6=-2915/1909 BOT CHORD 1-9=-1443/2342, 8-9=-848/1521, 7-8=-1631/2566, 6-7=-1697/2687 WEBS 2-9=-183/276, 3-8=-261/199, 4-8=-349/618, 5-8=-1232/952, 5-7=-262/586, 3-9=-763/1079 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 6, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 6 and 591 lb uplift at joint 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A09 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22201001 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-isMMRWMISyGQOBfq92RgEAutbHCeTXwEGStje3y8N4r Scale = 1:36.8 1 2 3 4 5 6 10 9 8 7 3x4 4x10 4x6 3x6 5x5 5x5 3x4 3x4 4x8 3x4 0-4-8 0-4-8 1-0-8 0-8-0 3-6-11 2-6-3 5-8-0 2-1-5 12-7-1 6-11-1 18-6-5 5-11-4 21-0-8 2-6-3 21-8-8 0-8-0 22-1-0 0-4-8 1-0-8 1-0-8 3-6-11 2-6-3 5-8-0 2-1-5 12-7-1 6-11-1 18-6-5 5-11-4 21-0-8 2-6-3 22-1-0 1-0-8 0-4-12-8-64-1-100-4-10-6-55.00 12 2.50 12 2.50 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-0], [7:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.52 0.79 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.33 0.14 (loc) 7-8 7-8 6 l/defl >935 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-10: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=160(LC 7) Max Uplift 1=-591(LC 8), 6=-570(LC 8) Max Grav 1=884(LC 1), 6=853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2363/1569, 2-3=-2011/1367, 3-4=-1533/1059, 4-5=-1556/1055, 5-6=-2900/1922 BOT CHORD 1-10=-1367/2146, 9-10=-1330/2091, 8-9=-1156/1891, 7-8=-1673/2542, 6-7=-1732/2671 WEBS 2-10=-156/260, 2-9=-279/198, 3-9=-40/312, 3-8=-545/364, 4-8=-168/514, 5-8=-1183/897, 5-7=-218/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 1 and 570 lb uplift at joint 6. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A10 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22201002 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:53 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-A3wkfrNwDFOH?LE1jmyvmNR3QgU0C2BNU6dGBVy8N4q Scale = 1:36.7 1 2 3 4 5 8 7 6 5x5 5x5 5x5 3x6 3x10 4x4 3x4 3x4 0-4-8 0-4-8 1-0-8 0-8-0 1-6-11 0-6-3 7-11-11 6-5-0 13-8-14 5-9-3 20-6-5 6-9-6 21-8-8 1-2-3 1-0-8 1-0-8 2-2-8 1-2-0 7-11-11 5-9-3 13-8-14 5-9-3 20-6-5 6-9-6 21-8-8 1-2-3 0-4-11-3-13-7-140-4-10-2-120-1-55.00 12 2.50 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-3], [4:0-2-8,0-2-5], [5:0-7-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.97 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.18 0.06 (loc) 7 7-8 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 2-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 5=0-8-0, 5=0-8-0 Max Horz 1=130(LC 7) Max Uplift 1=-504(LC 8), 5=-548(LC 8) Max Grav 1=750(LC 1), 5=820(LC 1), 5=820(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1642/1186, 2-3=-2058/1389, 3-4=-1336/953, 4-5=-1417/940 BOT CHORD 1-8=-1055/1485, 7-8=-1068/1527, 6-7=-1259/1983, 5-6=-734/1255 WEBS 2-7=-304/589, 3-6=-805/599, 4-6=-147/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 5, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 lb uplift at joint 1, 548 lb uplift at joint 5 and 548 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 197 lb up at 2-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss A10 Truss Type Roof Special Qty 1 Ply 1 Hodson Job Reference (optional) T22201002 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:53 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-A3wkfrNwDFOH?LE1jmyvmNR3QgU0C2BNU6dGBVy8N4q LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 8-9=-20, 8-12=-20 Concentrated Loads (lb) Vert: 2=85(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss B01G Truss Type Monopitch Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22201003 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:55 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-6R1U4XOAlte?FfOPqB?NroWNgUHkgvfgyP6NFNy8N4o Scale = 1:26.9 1 2 3 4 5 9 8 7 6 15 16 17 18 19 20 21 22 3x4 1x4 3x4 3x4 3x4 3x4 5x8 3x4 3x4 4x8 0-7-11 0-7-11 5-0-5 4-4-10 8-10-1 3-9-12 12-7-12 3-9-12 16-9-0 4-1-4 5-0-5 5-0-5 8-10-1 3-9-12 12-7-12 3-9-12 16-9-0 4-1-4 0-4-13-9-142.50 12 Plate Offsets (X,Y)-- [1:0-0-7,Edge], [1:0-5-5,0-0-0], [6:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.57 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.21 -0.06 (loc) 8-9 8-9 6 l/defl >877 >961 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-6: 2x8 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. REACTIONS. (size)6=Mechanical, 1=0-11-15 Max Horz 1=256(LC 4) Max Uplift 6=-1427(LC 4), 1=-739(LC 4) Max Grav 6=1686(LC 1), 1=934(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2832/2302, 2-3=-2445/1992, 3-4=-1505/1236, 5-6=-185/256 BOT CHORD 1-9=-2448/2761, 8-9=-2448/2761, 7-8=-2101/2375, 6-7=-1251/1430 WEBS 2-8=-409/361, 3-8=-121/325, 3-7=-1063/947, 4-7=-496/789, 4-6=-1701/1490 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1427 lb uplift at joint 6 and 739 lb uplift at joint 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 30 lb up at 2-5-14, 112 lb down and 73 lb up at 4-9-9, 115 lb down and 77 lb up at 5-0-9, 135 lb down and 116 lb up at 7-1-4, 137 lb down and 121 lb up at 7-4-4, 158 lb down and 162 lb up at 9-4-15, 160 lb down and 166 lb up at 9-7-15, 181 lb down and 206 lb up at 11-8-11, 183 lb down and 211 lb up at 11-11-11, 204 lb down and 246 lb up at 14-0-6, and 130 lb down and 125 lb up at 14-3-6, and 93 lb down and 143 lb up at 16-5-6 on top chord, and 3 lb down and 9 lb up at 2-5-14, 7 lb down and 18 lb up at 2-8-14, 9 lb down and 17 lb up at 4-9-9, 10 lb down and 17 lb up at 5-0-9, 23 lb down and 23 lb up at 7-1-4, 24 lb down and 24 lb up at 7-4-4, 35 lb down and 27 lb up at 9-4-15, 36 lb down and 27 lb up at 9-7-15, 52 lb down and 26 lb up at 11-8-11, 54 lb down and 26 lb up at 11-11-11, 73 lb down and 24 lb up at 14-0-6, 165 lb down and 134 lb up at 14-3-6, and 203 lb down and 145 lb up at 16-5-6, and 209 lb down and 145 lb up at 16-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss B01G Truss Type Monopitch Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22201003 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:55 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-6R1U4XOAlte?FfOPqB?NroWNgUHkgvfgyP6NFNy8N4o LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 5=-59(B) 9=-12(F=-6, B=-6) 6=-412(F=-203, B=-209) 14=-8(F=-2, B=-6) 15=-27(F=-12, B=-15) 16=-94(F=-45, B=-49) 17=-160(F=-78, B=-82) 18=-124(F=-112, B=-12) 19=-35(F=-17, B=-19) 20=-62(F=-30, B=-32) 21=-89(F=-44, B=-45) 22=-221(F=-56, B=-165) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss B02G Truss Type Roof Special Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22201004 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:56 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-adbtHtPoWAmrtozcOuWcO03TmuXzPJPpB3rwnqy8N4n Scale = 1:24.7 1 2 3 4 5 9 8 7 6 14 15 16 17 18 19 20 21 22 23 24 25 3x6 3x4 3x6 4x6 3x4 1x4 3x4 3x4 5x6 0-9-14 0-9-14 5-9-13 4-11-15 10-5-2 4-7-4 15-3-10 4-10-8 15-3-14 0-0-4 5-9-13 5-9-13 10-5-2 4-7-4 15-3-14 4-10-12 0-4-13-6-62.50 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [6:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.96 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.24 -0.04 (loc) 7-9 7-9 6 l/defl >691 >743 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-6: 2x8 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. REACTIONS. (size)1=0-11-15, 6=0-8-13 Max Horz 1=234(LC 4) Max Uplift 1=-723(LC 4), 6=-993(LC 4) Max Grav 1=912(LC 1), 6=1144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2136/1709, 2-4=-1737/1447 BOT CHORD 1-9=-1834/2020, 7-9=-1834/2020, 6-7=-1466/1662 WEBS 2-7=-385/382, 4-7=-251/584, 4-6=-1767/1561 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 lb uplift at joint 1 and 993 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 20 lb up at 1-8-13, 115 lb down and 77 lb up at 4-0-9, 115 lb down and 77 lb up at 4-3-9, 137 lb down and 121 lb up at 6-4-5, 137 lb down and 121 lb up at 6-7-5, 160 lb down and 166 lb up at 8-8-0, 160 lb down and 166 lb up at 8-11-0, 183 lb down and 211 lb up at 10-11-12, 183 lb down and 211 lb up at 11-2-12, and 130 lb down and 125 lb up at 13-3-7, and 130 lb down and 125 lb up at 13-6-7 on top chord, and 7 lb down and 18 lb up at 1-11-14, 10 lb down and 17 lb up at 4-0-9, 10 lb down and 17 lb up at 4-3-9, 24 lb down and 24 lb up at 6-4-5, 24 lb down and 24 lb up at 6-7-5, 36 lb down and 27 lb up at 8-8-0, 36 lb down and 27 lb up at 8-11-0, 54 lb down and 26 lb up at 10-11-12, 54 lb down and 26 lb up at 11-2-12, and 165 lb down and 135 lb up at 13-3-7, and 165 lb down and 135 lb up at 13-6-7 on bottom 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). LOAD CASE(S) Standard Continued on page 2 December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss B02G Truss Type Roof Special Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22201004 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:56 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-adbtHtPoWAmrtozcOuWcO03TmuXzPJPpB3rwnqy8N4n LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 16=-31(F=-15, B=-15) 17=-98(F=-49, B=-49) 18=-164(F=-82, B=-82) 19=-24(F=-12, B=-12) 20=-6(F) 21=-13(F=-6, B=-6) 22=-37(F=-19, B=-19) 23=-63(F=-32, B=-32) 24=-90(F=-45, B=-45) 25=-329(F=-165, B=-165) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss B03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Hodson Job Reference (optional) T22201005 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:56 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-adbtHtPoWAmrtozcOuWcO03fqujlPWXpB3rwnqy8N4n Scale = 1:11.7 1 2 3 2x4 0-4-12 0-4-12 4-0-5 3-7-9 4-0-5 4-0-5 0-4-11-9-80-4-41-5-31-9-84.33 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-9-4, 2=Mechanical, 3=Mechanical Max Horz 1=105(LC 24) Max Uplift 1=-34(LC 8), 2=-108(LC 8), 3=-2(LC 8) Max Grav 1=155(LC 28), 2=93(LC 28), 3=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 108 lb uplift at joint 2 and 2 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 109 lb up at 1-0-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 7=40(F) December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss B04 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201006 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:57 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-2q9FUDQQHUuiUyYoyc1rxDcmzI0K8znzPjbUKGy8N4m Scale = 1:8.9 1 2 3 2x4 1-7-7 1-7-7 2-4-14 0-9-7 1-7-7 1-7-7 2-4-14 0-9-7 0-4-11-2-70-4-40-10-31-2-74.33 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.41 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.03 -0.04 (loc) 6 6 2 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=1-2-11 Max Horz 3=62(LC 8) Max Uplift 2=-81(LC 1), 3=-145(LC 8) Max Grav 2=10(LC 8), 3=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2 and 145 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss C01 Truss Type Monopitch Qty 1 Ply 1 Hodson Job Reference (optional) T22201007 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:58 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-W0jdiZR31o0Z667_WJY4TR8uNhLftQ06eNK1siy8N4l Scale = 1:21.1 1 2 3 2x4 2x4 2x4 0-4-8 0-4-8 7-6-9 7-2-1 7-6-13 0-0-4 7-6-13 7-6-13 0-4-13-5-145.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 0.28 -0.01 (loc) 3-8 3-8 1 l/defl >256 >314 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=0-8-13 Max Horz 1=225(LC 8) Max Uplift 1=-318(LC 5), 3=-337(LC 5) Max Grav 1=313(LC 13), 3=298(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 1 and 337 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss C02 Truss Type Monopitch Qty 1 Ply 1 Hodson Job Reference (optional) T22201008 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:58 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-W0jdiZR31o0Z667_WJY4TR8xChLGtQ06eNK1siy8N4l Scale = 1:19.7 1 2 3 2x4 2x4 2x4 0-4-8 0-4-8 6-4-12 6-0-4 6-5-0 0-0-4 6-5-0 6-5-0 0-4-13-0-25.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 0.15 -0.00 (loc) 3-8 3-8 1 l/defl >398 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=0-8-13 Max Horz 1=189(LC 8) Max Uplift 1=-274(LC 5), 3=-281(LC 5) Max Grav 1=266(LC 13), 3=249(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 1 and 281 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss C03 Truss Type Monopitch Qty 1 Ply 1 Hodson Job Reference (optional) T22201009 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:59 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-?CH?vvRho58QkGiB303J0eh7W5jfctGGt14aO9y8N4k Scale = 1:16.9 1 2 3 2x4 2x4 2x4 0-4-8 0-4-8 5-2-15 4-10-7 5-3-2 0-0-3 5-3-2 5-3-2 0-4-12-6-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.28 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.06 -0.00 (loc) 3-8 3-8 1 l/defl >765 >936 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=0-8-13 Max Horz 1=154(LC 8) Max Uplift 1=-230(LC 5), 3=-225(LC 5) Max Grav 1=220(LC 13), 3=199(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 225 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss C04 Truss Type Monopitch Qty 1 Ply 1 Hodson Job Reference (optional) T22201010 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:55:59 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-?CH?vvRho58QkGiB303J0eh9X5kNctGGt14aO9y8N4k Scale = 1:13.0 1 2 3 2x4 2x4 2x4 0-4-8 0-4-8 4-1-2 3-8-10 4-1-5 0-0-3 4-1-5 4-1-5 0-4-12-0-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.15 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.02 -0.00 (loc) 3-8 3-8 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=0-8-13 Max Horz 1=119(LC 8) Max Uplift 1=-186(LC 5), 3=-170(LC 5) Max Grav 1=174(LC 13), 3=150(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 1 and 170 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss C05 Truss Type Monopitch Qty 1 Ply 1 Hodson Job Reference (optional) T22201011 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:00 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-TPrN7FSJZPGHLQGNdkbYYsELgV5qLKWP6hp8wby8N4j Scale = 1:10.7 1 2 3 2x4 2x4 2x4 0-4-8 0-4-8 2-11-4 2-6-12 2-11-8 0-0-4 2-11-8 2-11-8 0-4-11-6-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.07 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 3-8 3-8 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=0-8-13 Max Horz 1=84(LC 8) Max Uplift 1=-143(LC 5), 3=-113(LC 5) Max Grav 1=128(LC 13), 3=99(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 1 and 113 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss C06 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201012 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:00 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-TPrN7FSJZPGHLQGNdkbYYsEBKVyyLKWP6hp8wby8N4j Scale = 1:9.2 1 2 3 4x4 1-9-11 1-9-11 1-9-11 1-9-11 2-3-2 0-5-7 0-4-11-3-50-4-70-10-151-3-55.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.73 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.12 -0.16 (loc) 6 6 2 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=1-5-3 Max Horz 3=67(LC 8) Max Uplift 2=-191(LC 1), 3=-183(LC 8) Max Grav 2=59(LC 8), 3=359(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 2 and 183 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ1 Truss Type Jack-Closed Qty 1 Ply 1 Hodson Job Reference (optional) T22201013 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:01 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-xbPmKbTxKjP8zarZBR6n53mNpvEq4lCYKLZhT1y8N4i Scale = 1:23.0 1 2 5 4 3 3x4 3x4 1x4 0-4-8 0-4-8 8-3-1 7-10-9 4-3-11 4-3-11 8-3-1 3-11-6 0-4-13-9-55.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.68 0.91 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 5-10 5-10 3 l/defl >814 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=Mechanical, 5=Mechanical Max Horz 1=251(LC 8) Max Uplift 1=-173(LC 8), 3=-133(LC 8), 5=-132(LC 8) Max Grav 1=346(LC 13), 3=102(LC 13), 5=236(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/229 BOT CHORD 1-5=-387/394 WEBS 2-5=-430/422 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 173 lb uplift at joint 1, 133 lb uplift at joint 3 and 132 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ2 Truss Type Jack-Partial Qty 3 Ply 1 Hodson Job Reference (optional) T22201014 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:04 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-LA4uzcVpdenjq1a8safUjiOxF6KiH7t?0JnL3My8N4f Scale = 1:20.5 1 2 5 4 3 3x4 3x4 1x4 0-4-8 0-4-8 7-1-3 6-8-11 3-8-12 3-8-12 7-1-3 3-4-7 0-4-13-3-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.64 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 -0.00 (loc) 5-10 5-10 5 l/defl >999 >674 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=Mechanical, 5=Mechanical Max Horz 1=215(LC 8) Max Uplift 1=-149(LC 8), 3=-115(LC 8), 5=-111(LC 8) Max Grav 1=299(LC 13), 3=89(LC 13), 5=200(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-338/190 BOT CHORD 1-5=-325/330 WEBS 2-5=-360/355 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 149 lb uplift at joint 1, 115 lb uplift at joint 3 and 111 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ3 Truss Type Jack-Open Qty 3 Ply 1 Hodson Job Reference (optional) T22201015 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:05 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-pMeGAyWSOxvaSB9KQHAjFvx3uWgl0bl8FzXvcoy8N4e Scale = 1:17.8 1 2 3 2x4 0-4-8 0-4-8 5-11-6 5-6-14 5-11-6 5-11-6 0-4-12-9-122-5-62-9-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.09 -0.01 (loc) 3-8 3-8 2 l/defl >797 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=180(LC 8) Max Uplift 1=-127(LC 8), 2=-185(LC 8), 3=-3(LC 8) Max Grav 1=254(LC 13), 2=165(LC 13), 3=101(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 1, 185 lb uplift at joint 2 and 3 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ4 Truss Type Jack-Open Qty 3 Ply 1 Hodson Job Reference (optional) T22201016 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:05 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-pMeGAyWSOxvaSB9KQHAjFvx7yWkB0bl8FzXvcoy8N4e Scale = 1:14.4 1 2 3 2x4 0-4-8 0-4-8 4-9-8 4-5-0 4-9-8 4-9-8 0-4-12-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.01 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=145(LC 8) Max Uplift 1=-104(LC 8), 2=-145(LC 8), 3=-4(LC 8) Max Grav 1=208(LC 13), 2=129(LC 13), 3=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 1, 145 lb uplift at joint 2 and 4 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ5 Truss Type Jack-Open Qty 3 Ply 1 Hodson Job Reference (optional) T22201017 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:06 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-HZCfNIX49F1R3LkXz?hyo7ULhw6?l2?HUdGS8Fy8N4d Scale: 1"=1' 1 2 3 2x4 0-4-8 0-4-8 3-7-11 3-3-3 3-7-11 3-7-11 0-4-11-10-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=109(LC 8) Max Uplift 1=-80(LC 8), 2=-105(LC 8), 3=-6(LC 8) Max Grav 1=162(LC 13), 2=93(LC 13), 3=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 1, 105 lb uplift at joint 2 and 6 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ6 Truss Type Jack-Open Qty 3 Ply 1 Hodson Job Reference (optional) T22201018 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:06 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-HZCfNIX49F1R3LkXz?hyo7UNxw8zl2?HUdGS8Fy8N4d Scale = 1:9.7 1 2 3 2x4 0-4-8 0-4-8 2-5-13 2-1-5 2-5-13 2-5-13 0-4-11-4-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.08 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=74(LC 8) Max Uplift 1=-57(LC 8), 2=-66(LC 8), 3=-6(LC 8) Max Grav 1=116(LC 13), 2=58(LC 13), 3=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1, 66 lb uplift at joint 2 and 6 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ7 Truss Type Jack-Open Qty 3 Ply 1 Hodson Job Reference (optional) T22201019 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:07 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-mlm1beXiwZ9IhVJjXiDBLK0ZmKVJUVFRjH00ghy8N4c Scale = 1:6.5 1 2 3 2x4 0-4-8 0-4-8 0-11-8 0-7-0 0-11-8 0-11-8 0-4-10-8-130-4-70-8-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.01 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 8) Max Uplift 1=-30(LC 8), 2=-16(LC 8), 3=-4(LC 8) Max Grav 1=63(LC 13), 2=11(LC 13), 3=6(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1, 16 lb uplift at joint 2 and 4 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ8 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201020 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:08 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-ExKPo_YKhsH8Jfuv5PkQtYZaOjeyDw3axxlZC7y8N4b Scale = 1:22.7 1 2 5 4 3 3x4 3x4 1x4 0-4-8 0-4-8 8-0-1 7-7-9 8-1-9 0-1-8 4-2-15 4-2-15 8-1-9 3-10-10 0-4-13-8-115.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.66 0.88 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.01 (loc) 5-10 5-10 3 l/defl >857 >426 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=Mechanical, 5=Mechanical Max Horz 1=247(LC 8) Max Uplift 1=-170(LC 8), 3=-131(LC 8), 5=-130(LC 8) Max Grav 1=341(LC 13), 3=100(LC 13), 5=232(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-397/225 BOT CHORD 1-5=-380/387 WEBS 2-5=-422/415 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 170 lb uplift at joint 1, 131 lb uplift at joint 3 and 130 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ9 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201021 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:08 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-ExKPo_YKhsH8Jfuv5PkQtYZWkjfnDyVaxxlZC7y8N4b Scale = 1:19.3 1 2 3 2x4 0-4-8 0-4-8 6-11-11 6-7-3 6-11-11 6-11-11 0-4-13-2-155.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.96 0.83 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.19 -0.02 (loc) 3-8 3-8 2 l/defl >500 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=212(LC 8) Max Uplift 1=-148(LC 8), 2=-221(LC 8), 3=-1(LC 8) Max Grav 1=296(LC 13), 2=198(LC 13), 3=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 1, 221 lb uplift at joint 2 and 1 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ10 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201022 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:01 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-xbPmKbTxKjP8zarZBR6n53mNOvKD4nmYKLZhT1y8N4i Scale = 1:17.5 1 2 3 2x4 0-4-8 0-4-8 5-9-14 5-5-6 5-9-14 5-9-14 0-4-12-9-25.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.64 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.09 -0.01 (loc) 3-8 3-8 2 l/defl >848 >801 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=176(LC 8) Max Uplift 1=-124(LC 8), 2=-181(LC 8), 3=-3(LC 8) Max Grav 1=249(LC 13), 2=161(LC 13), 3=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 1, 181 lb uplift at joint 2 and 3 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ11 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201023 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:02 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-Pny8YwUZ50X?bkQlk9d0eHJc5JjppE0iZ?IF?Uy8N4h Scale = 1:14.2 1 2 3 2x4 0-4-8 0-4-8 4-8-0 4-3-8 4-8-0 4-8-0 0-4-12-3-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.39 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.01 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=141(LC 8) Max Uplift 1=-101(LC 8), 2=-141(LC 8), 3=-4(LC 8) Max Grav 1=203(LC 13), 2=125(LC 13), 3=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 1, 141 lb uplift at joint 2 and 4 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ12 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201024 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:03 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-t_WWlGUBsKfsCt?yIs8FAUsqki6YYhGrof2oXwy8N4g Scale = 1:11.8 1 2 3 2x4 0-4-8 0-4-8 3-6-3 3-1-11 3-6-3 3-6-3 0-4-11-9-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-78(LC 8), 2=-101(LC 8), 3=-6(LC 8) Max Grav 1=157(LC 13), 2=89(LC 13), 3=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 1, 101 lb uplift at joint 2 and 6 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ13 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201025 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:03 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-t_WWlGUBsKfsCt?yIs8FAUsssi7QYhGrof2oXwy8N4g Scale = 1:9.4 1 2 3 2x4 0-4-8 0-4-8 2-4-5 1-11-13 2-4-5 2-4-5 0-4-11-3-145.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.07 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 8 8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=70(LC 8) Max Uplift 1=-55(LC 8), 2=-62(LC 8), 3=-6(LC 8) Max Grav 1=111(LC 13), 2=54(LC 13), 3=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1, 62 lb uplift at joint 2 and 6 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZCJ14 Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201026 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:04 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-LA4uzcVpdenjq1a8safUjiO2W6UbH8W?0JnL3My8N4f Scale = 1:7.0 1 2 3 2x4 1-0-8 1-0-8 1-2-8 0-2-0 1-2-8 1-2-8 0-4-10-10-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.01 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 8 8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=37(LC 8) Max Uplift 1=-34(LC 8), 2=-25(LC 8), 3=-5(LC 8) Max Grav 1=70(LC 13), 2=20(LC 13), 3=12(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 25 lb uplift at joint 2 and 5 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZEJA Truss Type Jack-Partial Qty 1 Ply 1 Hodson Job Reference (optional) T22201027 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:09 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-i8un0KZySAP?woS6f7FfQl6nO716yOykAbV6lay8N4a Scale = 1:21.0 1 2 5 4 3 3x4 3x4 1x4 0-4-8 0-4-8 7-4-0 6-11-8 3-10-2 3-10-2 7-4-0 3-5-13 0-4-13-4-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.69 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 -0.00 (loc) 5-10 5-10 5 l/defl >999 >604 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 3=Mechanical, 5=Mechanical Max Horz 1=223(LC 8) Max Uplift 1=-154(LC 8), 3=-118(LC 8), 5=-116(LC 8) Max Grav 1=308(LC 13), 3=91(LC 13), 5=207(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/198 BOT CHORD 1-5=-337/343 WEBS 2-5=-374/368 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 154 lb uplift at joint 1, 118 lb uplift at joint 3 and 116 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZEJB Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201028 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:09 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-i8un0KZySAP?woS6f7FfQl6ky71wyPlkAbV6lay8N4a Scale = 1:18.6 1 2 3 2x4 0-4-8 0-4-8 6-2-2 5-9-10 6-2-2 6-2-2 0-4-12-10-152-6-82-10-155.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.11 -0.02 (loc) 3-8 3-8 2 l/defl >713 >662 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=187(LC 8) Max Uplift 1=-131(LC 8), 2=-193(LC 8), 3=-2(LC 8) Max Grav 1=264(LC 13), 2=172(LC 13), 3=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 1, 193 lb uplift at joint 2 and 2 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZEJC Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201029 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:10 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-AKR9DfaaDUXsYy1ICqmuyzezzXRlhs?tPFEgH0y8N4Z Scale: 3/4"=1' 1 2 3 2x4 0-4-8 0-4-8 5-0-4 4-7-12 5-0-4 5-0-4 0-4-12-5-22-0-122-5-25.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.46 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 -0.01 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=152(LC 8) Max Uplift 1=-108(LC 8), 2=-153(LC 8), 3=-4(LC 8) Max Grav 1=217(LC 13), 2=136(LC 13), 3=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1, 153 lb uplift at joint 2 and 4 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZEJD Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201030 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:10 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-AKR9DfaaDUXsYy1ICqmuyze05XUShs?tPFEgH0y8N4Z Scale = 1:12.5 1 2 3 2x4 0-4-8 0-4-8 3-10-6 3-5-14 3-10-6 3-10-6 0-4-11-11-60-4-71-6-151-11-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=116(LC 8) Max Uplift 1=-85(LC 8), 2=-112(LC 8), 3=-6(LC 8) Max Grav 1=171(LC 13), 2=99(LC 13), 3=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 1, 112 lb uplift at joint 2 and 6 lb uplift at joint 3. December 16,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40765A Truss ZEJE Truss Type Jack-Open Qty 1 Ply 1 Hodson Job Reference (optional) T22201031 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 16 13:56:11 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:8QDYJ?SOhcmOYRmW7HAJzFyJaJS-eW?YR?bCznfjA6cUmYH7VABFfxteQJE1dv_DpSy8N4Y Scale = 1:6.1 1 2 3 2x4 0-9-4 0-9-4 0-9-4 0-9-4 0-7-40-4-10-7-140-3-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.02 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-4-12 except (jt=length) 2=Mechanical. (lb) - Max Horz 1=23(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 1=-271(LC 8), 3=-162(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 2, 3, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 1=271, 3=162, 1=271. December 16,2020 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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