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HomeMy WebLinkAboutTRUSS T26352095.J43413_Permit_Eng6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J43413 - Gonzalez Res Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 [All Heights]Wind Speed: 160 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 38 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 Construction Project Name: Gonzalez Res Model: . Subdivision: . Address: 151 Nettles , . State: FLCity: PSL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 23,2021 Magid, Michael 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: Magid, Michael My license renewal date for the state of Florida is February 28, 2023. 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 T26352095 A01G Date 12/23/212T26352096A0212/23/213T26352097A0312/23/214T26352098A0412/23/215T26352099A0512/23/216T26352100A0612/23/217T26352101A0712/23/218T26352102A0812/23/219T26352103A0912/23/2110T26352104A1012/23/2111T26352105A1112/23/2112T26352106A1212/23/2113T26352107A1312/23/2114T26352108A1412/23/2115T26352109A1512/23/2116T26352110A16G12/23/2117T26352111ZCJ112/23/2118T26352112ZCJ1A12/23/2119T26352113ZCJ1B12/23/2120T26352114ZCJ1C12/23/2121T26352115ZCJ212/23/2122T26352116ZCJ2A12/23/21 No.Seal#Truss Name 23 T26352117 ZCJ2B Date 12/23/2124T26352118ZCJ312/23/2125T26352119ZCJ3A12/23/2126T26352120ZCJ3B12/23/2127T26352121ZCJ3C12/23/2128T26352122ZCJ412/23/2129T26352123ZCJ4A12/23/2130T26352124ZCJ4B12/23/2131T26352125ZCJ4C12/23/2132T26352126ZCJ512/23/2133T26352127ZCJ5A12/23/2134T26352128ZCJ612/23/2135T26352129ZCJ6A12/23/2136T26352130ZCJ6B12/23/2137T26352131ZHJ1012/23/2138T26352132ZHJ1112/23/21 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 J43413 Truss A01G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352095 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:46 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-yavJP5POOLFMxux8x6EZnwmU8dBCyTkojuXW2?y6fhh Scale = 1:26.7 1 2 3 4 5 6 10 9 8 7 19 20 21 22 23 24 25 26 4x4 4x4 3x6 3x8 4x8 4x4 1x4 4x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 0-6-6 0-6-6 5-4-0 4-9-9 8-7-4 3-3-4 11-10-9 3-3-4 16-4-0 4-5-7 5-4-0 5-4-0 8-7-4 3-3-4 11-10-9 3-3-4 16-4-0 4-5-7 0-3-151-9-120-3-151.50 12 4.00 12 Plate Offsets (X,Y)-- [1:0-4-6,Edge], [3:0-2-0,Edge], [6:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.76 0.84 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.54 0.08 (loc) 9-10 9-10 6 l/defl >436 >360 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 6-8: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. REACTIONS. (size)6=0-8-0, 1=1-6-10 Max Horz 1=47(LC 5) Max Uplift 6=-755(LC 8), 1=-732(LC 8) Max Grav 6=1260(LC 1), 1=1147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5230/3221, 2-4=-4683/2842, 4-5=-3279/2023, 5-6=-3335/2033 BOT CHORD 1-10=-3161/5175, 9-10=-3159/5175, 7-9=-2762/4639, 6-7=-1861/3134 WEBS 2-9=-558/413, 4-9=-114/312, 4-7=-1533/938, 5-7=-550/1042 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 755 lb uplift at joint 6 and 732 lb uplift at joint 1. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 409 lb down and 257 lb up at 11-10-9 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 11-14=-20 Concentrated Loads (lb) Vert: 5=-120(F) 7=-409(F) 18=-93(F) 20=-21(F) 21=-60(F) 22=-98(F) 23=-12(F) 24=-27(F) 25=-41(F) 26=-55(F) "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. WIND DESIGN USING MWFRS ONLY, PER EOR REQUEST. TYPICAL FOR ALL TRUSS DESIGNS IN THIS JOB. December 23,2021 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 J43413 Truss A02 Truss Type Roof Special Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352096 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:47 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-QnThcQQ19eNDZ2WKVqloJ7Jdm1WIhvOyyYH3aSy6fhg Scale: 3/8"=1' 1 2 3 4 5 8 7 6 4x4 4x6 3x4 3x6 5x6 WB 3x4 1x4 4x4 0-6-6 0-6-6 8-2-12 7-8-6 14-4-12 6-2-1 19-9-9 5-4-13 8-2-12 8-2-12 14-4-12 6-2-1 19-9-9 5-4-13 0-3-152-1-90-3-151.50 12 4.00 12 Plate Offsets (X,Y)-- [1:0-6-10,Edge], [3:0-2-0,Edge], [4:0-3-4,0-2-0], [6:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.83 0.92 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.61 0.09 (loc) 8-16 8-16 5 l/defl >518 >391 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-7: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-6 REACTIONS. (size)5=0-8-0, 1=1-6-10 Max Horz 1=57(LC 5) Max Uplift 5=-466(LC 8), 1=-493(LC 8) Max Grav 5=866(LC 1), 1=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3929/2124, 2-4=-2039/1121, 4-5=-2094/1127 BOT CHORD 1-8=-2061/3880, 6-8=-2061/3880, 5-6=-996/1958 WEBS 2-6=-1979/1124, 4-6=-176/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 466 lb uplift at joint 5 and 493 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A03 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352097 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:48 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-uz14pmRfwyV4BB5W3XG1sLroyRvPQKA5BC0d7uy6fhf Scale = 1:35.8 1 2 3 4 5 8 7 6 17 4x6 5x6 3x4 3x8 7x6 7x8 4x6 3x4 1x4 4x4 0-4-8 0-4-8 8-2-3 7-9-11 15-6-6 7-4-3 21-10-8 6-4-2 0-10-0 0-10-0 8-2-3 7-4-3 15-6-6 7-4-3 21-10-8 6-4-2 0-2-82-5-50-3-151.50 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-0,2-3-0], [1:0-1-8,1-3-12], [1:0-0-13,0-1-5], [3:0-3-0,Edge], [4:0-3-8,0-2-8], [5:0-2-6,Edge], [6:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.87 0.73 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 -0.56 0.08 (loc) 6-8 6-8 5 l/defl >634 >469 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.1 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. WEBS 1 Row at midpt 2-6 REACTIONS. (size)5=0-8-0, 1=0-8-0 Max Horz 1=-50(LC 6) Max Uplift 5=-520(LC 8), 1=-539(LC 8) Max Grav 5=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4038/2190, 2-4=-2254/1239, 4-5=-2327/1249 BOT CHORD 1-8=-2112/3987, 6-8=-2112/3987, 5-6=-1100/2172 WEBS 2-6=-1901/1084, 4-6=-159/552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 5 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A04 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352098 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:49 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-M9bS16RHhGdxpLfjcFnGPYO?NqEL9kUFPsmAfKy6fhe Scale = 1:36.3 1 2 3 4 5 9 8 7 6 4x8 4x6 3x4 4x4 1x4 4x4 3x4 3x4 3x4 4x8 0-4-8 0-4-8 2-10-15 2-6-7 8-9-0 5-10-1 14-7-0 5-10-1 21-10-8 7-3-8 2-10-15 2-10-15 8-9-0 5-10-1 14-7-0 5-10-1 21-10-8 7-3-8 0-3-151-3-92-9-20-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [2:0-5-8,0-2-0], [4:0-3-4,0-2-4], [5:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.76 0.82 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.33 0.07 (loc) 8 8-9 5 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% 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=-76(LC 6) Max Uplift 5=-520(LC 8), 1=-539(LC 8) Max Grav 5=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2365/1281, 2-3=-2993/1638, 3-4=-2085/1175, 4-5=-2174/1172 BOT CHORD 1-9=-1172/2229, 8-9=-1160/2233, 6-8=-1531/2946, 5-6=-1012/2016 WEBS 2-8=-389/724, 3-6=-1056/623, 4-6=-149/503 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 5 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A05 Truss Type ATTIC Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352099 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:50 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-qM8qESSvSZloQVEvAyJVxmx9vEXpuKLOeWVkBny6fhd Scale = 1:36.3 1 2 3 4 5 6 12 11 21 10 9 22 8 7 23 24 5x8 5x8 3x4 4x6 1x4 3x4 2x4 4x6 3x4 5x8 3x4 3x4 1x4 11-0-2 5-8-7 6-1-12 0-4-8 0-4-8 4-11-14 4-7-6 7-9-8 2-9-10 14-1-0 6-3-8 17-4-12 3-3-12 21-10-8 4-5-12 4-11-14 4-11-14 7-9-8 2-9-10 13-7-11 5-10-3 14-1-0 0-5-5 17-4-12 3-3-12 21-10-8 4-5-12 0-3-151-11-143-0-140-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [2:0-2-8,0-3-4], [4:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.78 0.99 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.54 0.07 (loc) 10 10 6 l/defl >725 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 8-11: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 LBR SCAB 8-11 2x4 SP No.2 one side 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=-95(LC 6) Max Uplift 6=-446(LC 8), 1=-463(LC 8) Max Grav 6=1041(LC 1), 1=1077(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2480/1024, 2-3=-2239/857, 3-4=-2230/893, 4-5=-2414/939, 5-6=-2591/1084 BOT CHORD 1-12=-890/2314, 10-12=-895/2332, 9-10=-718/2200, 7-9=-967/2429, 6-7=-967/2429 WEBS 2-10=-312/238, 5-9=-330/241, 4-9=-136/433 NOTES- 1) Attached 9-10-8 scab 8 to 11, front face(s) 2x4 SP No.2 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 7-1-0 from end at joint 8, nail 1 row(s) at 7" o.c. for 2-9-8; starting at 0-0-0 from end at joint 8, nail 1 row(s) at 7" o.c. for 2-7-7. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) 150.0lb AC unit load placed on the top chord, 11-0-2 from left end, supported at two points, 2-0-0 apart. 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 446 lb uplift at joint 6 and 463 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. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. REFER TO NOTE #1 BELOW FOR SCAB SPECIFICATION AND ATTACHMENT. December 23,2021 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 J43413 Truss A06 Truss Type ATTIC Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352100 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-IYiCSoTXDttf2fp5kfqkUzTOQevjdmSXtAFHjDy6fhc Scale = 1:36.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 23 245x5 4x8 M18SHS 7x6 4x4 3x4 1x4 3x4 3x6 3x6 3x4 1x4 4x6 4x4 3x4 5x8 6-0-0 2-7-60-4-8 0-4-8 4-3-0 3-10-8 7-9-8 3-6-8 12-8-6 4-10-14 14-1-0 1-4-10 17-6-14 3-5-14 21-10-8 4-3-10 3-11-4 3-11-4 7-0-13 3-1-8 7-9-8 0-8-11 10-11-2 3-1-10 11-10-15 0-11-13 12-8-6 0-9-7 13-4-5 0-7-15 14-1-0 0-8-11 14-7-7 0-6-7 17-6-14 2-11-7 21-10-8 4-3-10 0-3-152-8-33-4-100-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-1-10,Edge], [3:0-2-4,0-1-4], [4:0-4-0,0-0-4], [5:0-4-3,Edge], [6:0-4-1,0-1-0], [7:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.54 0.89 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.20 -0.40 0.07 -0.11 (loc) 11-12 11-12 8 11-12 l/defl >999 >652 n/a 701 L/d 240 180 n/a 360 PLATES MT20 M18SHS Weight: 100 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 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)8=0-8-0, 1=0-8-0 Max Horz 1=-113(LC 6) Max Uplift 8=-407(LC 8), 1=-421(LC 8) Max Grav 8=1228(LC 15), 1=1240(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2850/917, 2-3=-2826/956, 3-4=-2600/709, 4-5=-2606/731, 5-6=-2518/698, 6-7=-2760/721, 7-8=-3181/991 BOT CHORD 1-14=-803/2746, 12-14=-596/2605, 11-12=-533/2546, 9-11=-880/2989, 8-9=-879/2987 WEBS 3-12=-323/366, 4-12=-185/579, 6-11=-95/568, 7-11=-559/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-6 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 8 and 421 lb uplift at joint 1. 11) 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. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 23,2021 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 J43413 Truss A07 Truss Type ATTIC Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352101 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-IYiCSoTXDttf2fp5kfqkUzTIdev8dkvXtAFHjDy6fhc Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x8 3x4 3x6 4x4 3x4 1x4 3x4 1x4 3x6 3x6 1x4 3x4 3x4 1x4 4x6 4x4 5x8 6-0-0 2-9-00-4-8 0-4-8 4-3-10 3-11-2 7-9-8 3-5-14 9-1-12 1-4-4 11-9-0 2-7-4 14-1-0 2-4-0 17-6-14 3-5-14 21-10-8 4-3-10 4-3-10 4-3-10 7-9-8 3-5-14 8-6-3 0-8-11 9-1-12 0-7-9 9-6-0 0-4-4 11-9-0 2-3-0 12-4-8 0-7-8 13-4-5 0-11-13 14-1-0 0-8-11 17-6-14 3-5-14 21-10-8 4-3-10 0-3-153-4-83-8-70-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,Edge], [4:0-4-0,Edge], [6:0-2-0,0-0-14], [10:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.91 0.86 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.27 -0.54 0.07 -0.12 (loc) 13-14 13-14 10 13-14 l/defl >985 >489 n/a 607 L/d 240 180 n/a 360 PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 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)10=0-8-0, 1=0-8-0 Max Horz 1=-135(LC 6) Max Uplift 10=-410(LC 8), 1=-424(LC 8) Max Grav 10=1213(LC 15), 1=1239(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2918/940, 2-3=-2551/684, 3-4=-2318/664, 4-5=-2349/694, 5-6=-270/469, 6-7=-291/453, 7-8=-2315/663, 8-9=-2555/686, 9-10=-3237/1028 BOT CHORD 1-16=-828/2845, 14-16=-828/2845, 13-14=-486/2338, 11-13=-920/3052, 10-11=-920/3052 WEBS 2-14=-564/371, 3-14=-92/529, 5-7=-2766/991, 8-13=-100/559, 9-13=-837/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 7-8, 5-7 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 10 and 424 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. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 23,2021 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 J43413 Truss A08 Truss Type ATTIC Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352102 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:52 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-nkGaf8U9_B?WgpOIINLz0B0UP2EWMCTh5q_qGfy6fhb Scale = 1:35.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 24 25 3x4 4x4 4x4 3x4 1x4 3x4 1x4 3x6 3x6 1x4 3x4 3x4 1x4 4x6 4x4 5x8 6-0-02-9-00-4-8 0-4-8 4-3-10 3-11-2 7-9-8 3-5-14 14-1-0 6-3-8 17-7-8 3-6-8 21-2-0 3-6-8 21-10-8 0-8-8 4-3-10 4-3-10 7-9-8 3-5-14 8-6-3 0-8-11 9-6-0 0-11-13 10-11-4 1-5-4 12-4-8 1-5-4 13-4-5 0-11-13 14-1-0 0-8-11 17-7-8 3-6-8 21-10-8 4-3-0 0-3-153-11-110-3-154.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.84 0.85 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.23 -0.48 0.07 0.14 (loc) 12-13 12-13 9 12-13 l/defl >999 >546 n/a 527 L/d 240 180 n/a 360 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-6: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=0-8-0, 1=0-8-0 Max Horz 1=152(LC 7) Max Uplift 9=-409(LC 8), 1=-425(LC 8) Max Grav 9=1203(LC 15), 1=1242(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2914/936, 2-3=-2590/701, 3-4=-2370/686, 4-5=-197/328, 5-6=-200/337, 6-7=-2365/683, 7-8=-2599/704, 8-9=-3197/1022 BOT CHORD 1-15=-823/2849, 13-15=-823/2849, 12-13=-508/2402, 10-12=-914/3013, 9-10=-914/3013 WEBS 2-13=-526/341, 3-13=-74/487, 4-6=-2735/934, 7-12=-92/529, 8-12=-771/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 lb uplift at joint 9 and 425 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. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 23,2021 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 J43413 Truss A09 Truss Type COMMON Qty 7 Ply 1 Gonzalez Res Job Reference (optional) T26352103 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:53 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-FwqytUUnlU7MHzzUr4sCZOZmqSdR5ghqKTkOo6y6fha Scale = 1:35.7 1 2 3 4 5 8 7 6 3x4 3x4 4x6 3x4 1x4 3x4 1x4 3x4 4x8 0-4-8 0-4-8 7-6-12 7-2-4 14-3-12 6-9-0 21-10-8 7-6-12 5-10-8 5-10-8 10-11-4 5-0-12 16-0-0 5-0-12 21-10-8 5-10-8 0-3-153-11-110-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.68 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.24 0.06 (loc) 6-11 6-11 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% 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=-152(LC 6) Max Uplift 5=-520(LC 8), 1=-539(LC 8) Max Grav 5=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2189/1219, 2-3=-1955/1102, 3-4=-2036/1144, 4-5=-2313/1278 BOT CHORD 1-8=-1070/2050, 6-8=-671/1433, 5-6=-1136/2166 WEBS 3-6=-314/704, 4-6=-481/373, 3-8=-258/599, 2-8=-420/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 5 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A10 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352104 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:54 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-j7OL4qVQWoFDv6YgPoNR6c5v?rw_q5c_Z7TxKYy6fhZ Scale = 1:36.4 1 2 3 4 5 6 10 9 8 7 4x4 4x8 4x4 4x6 3x4 1x4 3x8 3x4 1x4 3x4 4x8 0-4-8 0-4-8 5-6-4 5-1-12 10-2-11 4-8-8 12-6-1 2-3-6 21-10-8 9-4-7 5-6-4 5-6-4 10-2-11 4-8-8 12-6-1 2-3-6 16-9-6 4-3-6 21-10-8 5-1-2 0-3-153-5-73-8-130-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [4:0-5-4,0-2-0], [6:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.85 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.39 0.07 (loc) 7-13 7-13 6 l/defl >999 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% 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=137(LC 7) Max Uplift 6=-520(LC 8), 1=-539(LC 8) Max Grav 6=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2227/1212, 2-3=-1651/942, 3-4=-1554/944, 4-5=-1805/988, 5-6=-2355/1334 BOT CHORD 1-10=-1067/2077, 9-10=-1067/2077, 7-9=-768/1674, 6-7=-1198/2219 WEBS 2-9=-666/390, 3-9=-220/445, 4-9=-337/100, 4-7=-98/449, 5-7=-651/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 6 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A11 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352105 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-BJyjHAW2H6N4XG7szVugepe0eFHdZZT7onDUt_y6fhY Scale = 1:36.4 1 2 3 4 5 8 7 6 4x4 3x4 3x4 3x8 1x4 5x5 1x4 3x8 4x8 0-4-8 0-4-8 9-3-6 8-10-14 14-7-0 5-3-10 21-10-8 7-3-8 5-0-9 5-0-9 9-3-6 4-2-13 14-7-0 5-3-10 21-10-8 7-3-8 0-3-152-9-23-5-10-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-8-2,0-0-8], [3:0-2-4,0-2-0], [4:0-2-8,0-2-12], [5:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.78 0.82 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.28 0.06 (loc) 6-11 6-11 5 l/defl >999 >927 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% 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=117(LC 7) Max Uplift 5=-520(LC 8), 1=-539(LC 8) Max Grav 5=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2211/1252, 2-3=-1790/989, 3-4=-1710/982, 4-5=-2172/1171 BOT CHORD 1-8=-1107/2080, 6-8=-1011/2006, 5-6=-1011/2014 WEBS 2-8=-508/356, 3-8=-165/476, 4-8=-471/257, 4-6=0/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 5 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A12 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352106 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-BJyjHAW2H6N4XG7szVugepe74FIlZaM7onDUt_y6fhY Scale = 1:36.3 1 2 3 4 5 6 9 8 7 4x4 4x4 3x4 4x4 3x8 1x4 3x4 3x4 3x4 4x8 0-4-8 0-4-8 8-4-1 7-11-9 16-7-15 8-3-14 21-10-8 5-2-9 4-6-14 4-6-14 8-4-1 3-9-2 12-6-0 4-1-15 16-7-15 4-1-15 21-10-8 5-2-9 0-3-152-0-133-1-50-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.37 0.75 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.33 0.07 (loc) 7-9 7-9 6 l/defl >999 >795 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% 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=98(LC 7) Max Uplift 6=-520(LC 8), 1=-539(LC 8) Max Grav 6=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2242/1256, 2-3=-1911/1038, 3-4=-1833/1030, 4-5=-2281/1278, 5-6=-2399/1266 BOT CHORD 1-9=-1115/2099, 7-9=-1163/2231, 6-7=-1128/2243 WEBS 2-9=-398/297, 3-9=-215/529, 4-9=-556/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 6 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A13 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352107 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:56 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-fVW5VVXg1PVx8Qi3XDPvB1BF5fePIvEG0Ry2PQy6fhX Scale = 1:36.3 1 2 3 4 5 9 8 7 6 4x6 4x4 4x4 4x4 3x4 3x4 4x4 1x4 3x4 4x8 0-4-8 0-4-8 7-4-11 7-0-3 13-0-13 5-8-1 18-8-14 5-8-1 21-10-8 3-1-10 7-4-11 7-4-11 13-0-13 5-8-1 18-8-14 5-8-1 21-10-8 3-1-10 0-3-151-4-82-9-80-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [2:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.54 0.73 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.33 0.08 (loc) 6-7 6-7 5 l/defl >999 >795 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% 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=78(LC 7) Max Uplift 5=-520(LC 8), 1=-539(LC 8) Max Grav 5=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2074/1131, 2-3=-1993/1129, 3-4=-2955/1619, 4-5=-2614/1397 BOT CHORD 1-9=-962/1926, 7-9=-1507/2910, 6-7=-1291/2460, 5-6=-1286/2469 WEBS 2-9=-163/497, 3-9=-1105/633, 4-7=-269/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 5 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A14 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352108 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:57 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-7i3TirYIojdomaHF4wx8jEjKB3yG1PhQF5ibxty6fhW Scale = 1:36.3 1 2 3 4 5 6 9 8 7 18 4x6 4x6 4x6 4x6 5x8 WB4x4 3x4 1x4 3x4 4x8 0-4-8 0-4-8 6-5-6 6-0-14 13-7-9 7-2-4 20-9-13 7-2-4 21-10-8 1-0-11 6-5-6 6-5-6 13-7-9 7-2-4 20-9-13 7-2-4 21-10-8 1-0-11 0-3-150-8-32-5-120-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [2:0-3-0,0-2-4], [3:0-3-0,Edge], [5:0-3-0,Edge], [6:0-1-10,Edge], [9:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.84 0.88 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.53 -0.71 0.10 (loc) 7-9 7-9 6 l/defl >497 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-9 REACTIONS. (size)6=0-8-0, 1=0-8-0 Max Horz 1=-59(LC 4) Max Uplift 6=-520(LC 8), 1=-539(LC 8) Max Grav 6=967(LC 1), 1=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2219/1198, 2-4=-2143/1185, 4-5=-3945/2131, 5-6=-3925/2119 BOT CHORD 1-9=-1041/2062, 7-9=-2053/3881, 6-7=-2053/3881 WEBS 2-9=-173/538, 4-9=-1900/1070 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) 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 520 lb uplift at joint 6 and 539 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A15 Truss Type Roof Special Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352109 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:58 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-budrwBYwZ1lfOkrReeSNGSGVfTGpmsZZUlR9TJy6fhV Scale = 1:32.3 1 2 3 4 5 8 7 6 4x6 5x6 WB4x4 3x4 1x4 4x4 3x6 3x4 4x8 0-4-8 0-4-8 5-6-0 5-1-8 11-9-11 6-3-11 19-7-11 7-10-0 20-2-1 0-6-6 5-6-0 5-6-0 11-9-11 6-3-11 20-2-1 8-4-6 0-3-152-1-150-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [3:0-2-0,Edge], [5:0-6-10,Edge], [8:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.86 0.92 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.61 0.08 (loc) 6-13 6-13 5 l/defl >528 >398 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-8 REACTIONS. (size)5=1-6-10, 1=0-8-0 Max Horz 1=-58(LC 4) Max Uplift 5=-492(LC 8), 1=-484(LC 8) Max Grav 5=915(LC 1), 1=900(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1976/1070, 2-4=-1921/1059, 4-5=-3917/2118 BOT CHORD 1-8=-933/1841, 6-8=-2054/3868, 5-6=-2054/3868 WEBS 2-8=-172/500, 4-8=-2075/1175, 4-6=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) 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 492 lb uplift at joint 5 and 484 lb uplift at joint 1. 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 23,2021 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 J43413 Truss A16G Truss Type Roof Special Girder Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352110 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:59 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-34BE7XZYKKtW?uQeCLzcpfpj1sgKVLHjiPBi0ly6fhU Scale = 1:26.8 1 2 3 4 5 6 10 9 8 7 21 22 23 24 25 26 4x4 3x4 4x8 3x4 3x4 4x4 4x4 1x4 3x8 4x4 5x8 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 0-4-8 0-4-8 4-6-11 4-2-3 7-11-1 3-4-6 11-3-7 3-4-6 16-2-2 4-10-11 16-8-8 0-6-6 4-6-11 4-6-11 7-11-1 3-4-6 11-3-7 3-4-6 16-8-8 5-5-1 0-3-151-10-30-3-154.00 12 1.50 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,Edge], [6:0-6-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.69 0.65 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.51 0.07 (loc) 7-9 7-9 6 l/defl >497 >396 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. REACTIONS. (size)6=1-6-10, 1=0-8-0 Max Horz 1=-48(LC 4) Max Uplift 6=-606(LC 8), 1=-722(LC 8) Max Grav 6=1047(LC 1), 1=1258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2968/1735, 2-3=-2912/1720, 3-5=-4438/2589, 5-6=-4942/2882 BOT CHORD 1-10=-1566/2779, 9-10=-2511/4396, 7-9=-2820/4884, 6-7=-2823/4885 WEBS 2-10=-481/951, 3-10=-1653/984, 3-9=-109/339, 5-9=-597/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 606 lb uplift at joint 6 and 722 lb uplift at joint 1. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 207 lb up at 4-6-11 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-6=-70, 11-16=-20 Continued on page 2 December 23,2021 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 J43413 Truss A16G Truss Type Roof Special Girder Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352110 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:59 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-34BE7XZYKKtW?uQeCLzcpfpj1sgKVLHjiPBi0ly6fhU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-95(B) 8=-30(B) 10=-348(B) 3=-67(B) 9=-44(B) 21=-106(B) 22=-28(B) 24=-57(B) 25=-15(B) 26=-11(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 J43413 Truss ZCJ1 Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352111 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:23:59 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-34BE7XZYKKtW?uQeCLzcpfptZsqCVR8jiPBi0ly6fhU Scale = 1:6.0 1 2 3 3x3 1-2-0 1-2-0 1-5-14 0-3-14 1-5-14 1-5-14 0-3-150-7-130-3-140-7-132.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% 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 1-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-9-4 Max Horz 1=22(LC 8) Max Uplift 2=-16(LC 8), 3=-10(LC 8), 1=-45(LC 8) Max Grav 2=23(LC 1), 3=19(LC 1), 1=91(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 16 lb uplift at joint 2, 10 lb uplift at joint 3 and 45 lb uplift at joint 1. December 23,2021 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 J43413 Truss ZCJ1A Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352112 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:00 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-YHlcLtaA5e?Nd1?qm2UrLtL1OGAqEuNsx3wFYCy6fhT Scale = 1:5.8 1 2 3 5x5 1-3-5 1-3-5 1-3-6 0-0-1 1-3-5 1-3-5 0-6-150-3-150-7-40-3-62.60 12 Plate Offsets (X,Y)-- [1:0-5-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.05 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: 4 lb FT = 20% 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 1-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-10-9, 2=Mechanical, 3=0-10-9, 1=0-10-9 Max Horz 1=188(LC 8), 2=176(LC 1), 1=-176(LC 1) Max Uplift 1=-481(LC 3), 3=-664(LC 8), 1=-369(LC 1) Max Grav 1=543(LC 8), 3=568(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 481 lb uplift at joint 1, 664 lb uplift at joint 3 and 481 lb uplift at joint 1. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. December 23,2021 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 J43413 Truss ZCJ1B Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352113 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:00 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-YHlcLtaA5e?Nd1?qm2UrLtL2JGAOEuNsx3wFYCy6fhT Scale = 1:6.2 1 2 3 2x4 1-0-15 1-0-15 1-0-15 1-0-15 0-3-150-8-40-4-30-4-10-8-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 20% 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 1-0-15 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=24(LC 8) Max Uplift 1=-21(LC 8), 2=-16(LC 8), 3=-14(LC 8) Max Grav 1=49(LC 13), 2=26(LC 13), 3=26(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 21 lb uplift at joint 1, 16 lb uplift at joint 2 and 14 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ1C Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352114 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-0TJ_YDbpsy7EFBa0Jm?4u4uD5gWkzLd0Ajgp4ey6fhS Scale = 1:6.0 1 3 2 2x4 0-4-8 0-4-8 0-11-4 0-11-4 0-3-150-7-110-3-80-7-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 20% 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 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 1=0-8-0 Max Horz 2=-26(LC 13), 1=22(LC 1) Max Uplift 1=-45(LC 8) Max Grav 1=88(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 45 lb uplift at joint 1. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. December 23,2021 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 J43413 Truss ZCJ2 Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352115 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-0TJ_YDbpsy7EFBa0Jm?4u4uCEgVhzLd0Ajgp4ey6fhS Scale = 1:7.0 1 2 3 3x3 0-4-12 0-4-12 2-5-3 2-0-7 2-5-3 2-5-3 0-3-150-10-40-6-60-10-42.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.08 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 = 20% 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 2-5-3 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=35(LC 8) Max Uplift 1=-64(LC 8), 2=-41(LC 8), 3=-10(LC 8) Max Grav 1=128(LC 1), 2=54(LC 1), 3=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 64 lb uplift at joint 1, 41 lb uplift at joint 2 and 10 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ2A Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352116 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:02 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-UftMlZbRdFG5sL9DtTWJQIRNy4roiot9PNPMc4y6fhR Scale = 1:7.8 1 2 3 2x4 2-0-5 2-0-5 2-0-5 2-0-5 0-3-151-0-10-7-141-0-14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% 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 2-0-5 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=45(LC 8) Max Uplift 1=-39(LC 8), 2=-43(LC 8), 3=-12(LC 8) Max Grav 1=91(LC 13), 2=59(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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 39 lb uplift at joint 1, 43 lb uplift at joint 2 and 12 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ2B Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352117 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:03 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-ysRkzvc3OZOyUVkPRB2YzVzZDUCqRF7Id19w9Wy6fhQ Scale = 1:7.4 1 2 3 2x4 0-4-8 0-4-8 1-9-13 1-5-5 1-9-13 1-9-13 0-3-150-11-30-7-00-11-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.04 0.04 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: 6 lb FT = 20% 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 1-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=41(LC 8) Max Uplift 2=-35(LC 8), 3=-7(LC 8), 1=-46(LC 8) Max Grav 2=43(LC 13), 3=26(LC 3), 1=106(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 35 lb uplift at joint 2, 7 lb uplift at joint 3 and 46 lb uplift at joint 1. December 23,2021 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 J43413 Truss ZCJ3 Truss Type JACK-OPEN Qty 2 Ply 1 Gonzalez Res Job Reference (optional) T26352118 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:03 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-ysRkzvc3OZOyUVkPRB2YzVzY3UBWRF7Id19w9Wy6fhQ Scale = 1:7.5 1 2 3 3x3 0-4-12 0-4-12 2-10-5 2-5-9 2-10-5 2-10-5 0-3-150-11-60-7-70-11-62.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.11 0.12 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: 9 lb FT = 20% 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 2-10-5 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=41(LC 8) Max Uplift 1=-73(LC 8), 2=-52(LC 8), 3=-11(LC 8) Max Grav 1=147(LC 1), 2=68(LC 1), 3=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 73 lb uplift at joint 1, 52 lb uplift at joint 2 and 11 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ3A Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352119 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:04 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-Q2?7AFdh9tWp6fJb?uZnVjWjBtX5AiNSshuThzy6fhP Scale = 1:7.2 1 2 3 3x3 0-4-12 0-4-12 2-7-12 2-3-0 2-7-12 2-7-12 0-3-150-10-130-6-150-10-132.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.09 0.10 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: 8 lb FT = 20% 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 2-7-12 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=38(LC 8) Max Uplift 1=-68(LC 8), 2=-46(LC 8), 3=-11(LC 8) Max Grav 1=137(LC 1), 2=61(LC 1), 3=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 68 lb uplift at joint 1, 46 lb uplift at joint 2 and 11 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ3B Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352120 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:04 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-Q2?7AFdh9tWp6fJb?uZnVjWiitWdAiNSshuThzy6fhP Scale = 1:9.4 1 2 3 2x4 2-11-10 2-11-10 2-11-10 2-11-10 0-3-151-3-130-11-101-3-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.18 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 3-6 3-6 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% 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 2-11-10 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=66(LC 8) Max Uplift 1=-59(LC 8), 2=-70(LC 8), 3=-13(LC 8) Max Grav 1=135(LC 13), 2=92(LC 13), 3=56(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 59 lb uplift at joint 1, 70 lb uplift at joint 2 and 13 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ3C Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352121 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:05 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-uEYVOaeJwAefjpunYc402w2tEHs3v9db5Le0DPy6fhO Scale = 1:9.0 1 2 3 2x4 0-4-8 0-4-8 2-9-3 2-4-11 2-9-3 2-9-3 0-3-151-3-00-10-131-3-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.13 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 3-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% 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 2-9-3 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=62(LC 8) Max Uplift 1=-74(LC 8), 2=-61(LC 8) Max Grav 1=170(LC 13), 2=71(LC 13), 3=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 74 lb uplift at joint 1 and 61 lb uplift at joint 2. December 23,2021 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 J43413 Truss ZCJ4 Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352122 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:05 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-uEYVOaeJwAefjpunYc402w2sPHq7v9db5Le0DPy6fhO Scale = 1:8.5 1 2 3 3x3 0-4-12 0-4-12 3-9-10 3-4-14 3-9-10 3-9-10 0-3-151-1-130-9-151-1-132.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.25 0.24 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: 12 lb FT = 20% 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 3-9-10 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=55(LC 8) Max Uplift 1=-94(LC 8), 2=-76(LC 8), 3=-11(LC 8) Max Grav 1=188(LC 1), 2=98(LC 1), 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 94 lb uplift at joint 1, 76 lb uplift at joint 2 and 11 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ4A Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352123 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-MR6tbwexhUmWLzT_6JbFb8b1jhAqecslJ?Nalry6fhN Scale = 1:8.2 1 2 3 3x3 0-4-12 0-4-12 3-7-0 3-2-4 3-7-0 3-7-0 0-3-151-1-40-9-51-1-42.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.21 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 = 20% 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 3-7-0 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=52(LC 8) Max Uplift 1=-89(LC 8), 2=-70(LC 8), 3=-11(LC 8) Max Grav 1=178(LC 1), 2=91(LC 1), 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 89 lb uplift at joint 1, 70 lb uplift at joint 2 and 11 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ4B Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352124 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-MR6tbwexhUmWLzT_6JbFb8b?Wh8uecslJ?Nalry6fhN Scale = 1:10.9 1 2 3 2x4 3-10-15 3-10-15 3-10-15 3-10-15 0-3-151-7-90-4-31-3-61-7-94.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.35 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 3-6 3-6 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% 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 3-10-15 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=88(LC 8) Max Uplift 1=-78(LC 8), 2=-95(LC 8), 3=-13(LC 8) Max Grav 1=179(LC 13), 2=125(LC 13), 3=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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, 95 lb uplift at joint 2 and 13 lb uplift at joint 3. December 23,2021 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 J43413 Truss ZCJ4C Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352125 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:07 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-qdgFpGfaSouNz61Ag16U7L8Cz5WGN26uYf77IIy6fhM Scale = 1:10.6 1 2 3 2x4 0-4-8 0-4-8 3-8-8 3-4-0 3-8-8 3-8-8 0-3-151-6-121-2-91-6-124.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.24 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4 3-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% 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 3-8-8 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=83(LC 8) Max Uplift 1=-92(LC 8), 2=-88(LC 8) Max Grav 1=210(LC 13), 2=104(LC 13), 3=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 92 lb uplift at joint 1 and 88 lb uplift at joint 2. December 23,2021 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 J43413 Truss ZCJ5 Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352126 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:07 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-qdgFpGfaSouNz61Ag16U7L88J5TyN26uYf77IIy6fhM Scale = 1:9.7 1 2 3 3x3 0-4-12 0-4-12 4-11-8 4-6-12 4-11-8 4-11-8 0-3-151-4-131-0-151-4-132.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.00 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% 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=0-9-4, 2=Mechanical, 3=Mechanical Max Horz 1=73(LC 8) Max Uplift 1=-120(LC 8), 2=-107(LC 8), 3=-10(LC 8) Max Grav 1=240(LC 1), 2=137(LC 1), 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 120 lb uplift at joint 1, 107 lb uplift at joint 2 and 10 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 23,2021 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 J43413 Truss ZCJ5A Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352127 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-JpEd0cgCD50EaGcMEkdjgZgKrVqm6VM1nJsgqky6fhL Scale = 1:9.5 1 2 3 3x3 0-4-12 0-4-12 4-8-14 4-4-2 4-8-14 4-8-14 0-3-151-4-41-0-61-4-42.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.00 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% 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=0-9-4, 2=Mechanical, 3=Mechanical Max Horz 1=69(LC 8) Max Uplift 1=-115(LC 8), 2=-101(LC 8), 3=-10(LC 8) Max Grav 1=230(LC 1), 2=130(LC 1), 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 115 lb uplift at joint 1, 101 lb uplift at joint 2 and 10 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 23,2021 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 J43413 Truss ZCJ6 Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352128 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-JpEd0cgCD50EaGcMEkdjgZgEFVmk6VM1nJsgqky6fhL Scale = 1:11.8 1 2 3 3x3 0-4-13 0-4-13 6-1-6 5-8-9 6-1-6 6-1-6 0-3-151-7-131-3-151-7-132.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.78 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.12 0.01 (loc) 3-8 3-8 2 l/defl >818 >603 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% 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=0-9-4, 2=Mechanical, 3=Mechanical Max Horz 1=90(LC 8) Max Uplift 1=-146(LC 8), 2=-138(LC 8), 3=-9(LC 8) Max Grav 1=292(LC 1), 2=176(LC 1), 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 146 lb uplift at joint 1, 138 lb uplift at joint 2 and 9 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 23,2021 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 J43413 Truss ZCJ6A Truss Type JACK-OPEN Qty 2 Ply 1 Gonzalez Res Job Reference (optional) T26352129 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-n?o0Dyhq_P85CQBZnR8yCmDQnu6WrycB0zcEMAy6fhK Scale = 1:11.1 1 2 3 3x3 0-4-12 0-4-12 5-11-5 5-6-9 5-11-5 5-11-5 0-3-151-7-62.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 0.01 (loc) 3-8 3-8 2 l/defl >889 >658 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% 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=0-9-4, 2=Mechanical, 3=Mechanical Max Horz 1=87(LC 8) Max Uplift 1=-142(LC 8), 2=-133(LC 8), 3=-10(LC 8) Max Grav 1=284(LC 1), 2=170(LC 1), 3=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 142 lb uplift at joint 1, 133 lb uplift at joint 2 and 10 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 23,2021 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 J43413 Truss ZCJ6B Truss Type JACK-OPEN Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352130 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-n?o0Dyhq_P85CQBZnR8yCmDQ_u6frycB0zcEMAy6fhK Scale = 1:11.4 1 2 3 3x3 0-4-12 0-4-12 5-10-12 5-6-0 5-10-12 5-10-12 0-3-151-7-41-3-61-7-42.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.72 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.10 0.01 (loc) 3-8 3-8 2 l/defl >910 >675 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% 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=0-9-4, 2=Mechanical, 3=Mechanical Max Horz 1=86(LC 8) Max Uplift 1=-141(LC 8), 2=-132(LC 8), 3=-10(LC 8) Max Grav 1=282(LC 1), 2=168(LC 1), 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 141 lb uplift at joint 1, 132 lb uplift at joint 2 and 10 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 23,2021 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 J43413 Truss ZHJ10 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352131 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:10 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-FCMORIiSkjGyqamlL9gBl_mfrIP_aGtKEdLnucy6fhJ Scale = 1:17.1 1 2 6 5 12 13 14 3 15 16 17 18 4 3x4 1x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-5-4 0-5-4 5-10-15 5-5-11 10-3-10 4-4-11 5-10-15 5-10-15 10-3-10 4-4-11 0-3-151-9-90-3-121-5-131-9-81.71 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.46 0.77 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.14 0.02 (loc) 6-11 6-11 4 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. REACTIONS. (size)1=1-4-3, 3=Mechanical, 4=Mechanical Max Horz 1=100(LC 17) Max Uplift 1=-314(LC 4), 3=-171(LC 9), 4=-235(LC 4) Max Grav 1=531(LC 1), 3=198(LC 1), 4=431(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1673/1004 BOT CHORD 1-6=-1056/1645, 5-6=-1056/1645 WEBS 2-6=-54/254, 2-5=-1682/1080 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 314 lb uplift at joint 1, 171 lb uplift at joint 3 and 235 lb uplift at joint 4. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 13=-7(F) 14=-94(F=-41, B=-53) 15=-11(F) 16=-23(F=-12, B=-11) 17=-24(F) 18=-80(F=-37, B=-42) December 23,2021 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 J43413 Truss ZHJ11 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352132 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:24:11 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-jOwmeei4V0OpRkLxvsBQIBIqYimqJjXUTH5LR3y6fhI Scale = 1:17.5 1 2 6 5 12 13 14 15 3 16 17 18 19 4 3x4 1x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-7-6 0-7-6 6-0-2 5-4-12 10-6-8 4-6-6 6-0-2 6-0-2 10-6-8 4-6-6 0-4-01-10-00-3-121-6-41-10-01.71 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.46 0.67 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.12 0.02 (loc) 6-11 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. REACTIONS. (size)1=1-9-14, 3=Mechanical, 4=Mechanical Max Horz 1=102(LC 17) Max Uplift 1=-294(LC 4), 3=-142(LC 4), 4=-185(LC 4) Max Grav 1=526(LC 1), 3=173(LC 1), 4=370(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1520/860 BOT CHORD 1-6=-915/1492, 5-6=-915/1492 WEBS 2-5=-1525/936 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=20ft; B=108ft; L=70ft; eave=8ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 294 lb uplift at joint 1, 142 lb uplift at joint 3 and 185 lb uplift at joint 4. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 14=-17(F) 15=-45(B) 16=-17(F=-6, B=-11) 17=1(F) 18=-8(F) 19=-40(B) December 23,2021 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