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HomeMy WebLinkAboutT19572318.J39286_PermitEngr (trusses)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J39286 - J39286-Steve Alderman-Alderman Res. Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.3 1 of 2 This package includes 64 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: Steve Alderman Project Name: Alderman Res. Model: Subdivision: Address: Southwind Trail State: FLCity: Ft. Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 3,2020 Velez, Joaquin 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T19572318 A01 Date 3/3/202T19572319A023/3/203T19572320A033/3/204T19572321A043/3/205T19572322A053/3/206T19572323A063/3/207T19572324A073/3/208T19572325A083/3/209T19572326A093/3/2010T19572327A103/3/2011T19572328A113/3/2012T19572329A123/3/2013T19572330A133/3/2014T19572331A143/3/2015T19572332A153/3/2016T19572333A163/3/2017T19572334A173/3/2018T19572335A18G3/3/2019T19572336A193/3/2020T19572337A203/3/2021T19572338A213/3/2022T19572339A223/3/20 No.Seal#Truss Name 23 T19572340 A23 Date 3/3/2024T19572341A243/3/2025T19572342A253/3/2026T19572343A26G3/3/2027T19572344B013/3/2028T19572345B023/3/2029T19572346B03G3/3/2030T19572347B043/3/2031T19572348B053/3/2032T19572349B063/3/2033T19572350B07G3/3/2034T19572351B08G3/3/2035T19572352B093/3/2036T19572353C01G3/3/2037T19572354MV23/3/2038T19572355MV43/3/2039T19572356MV63/3/2040T19572357MV6A3/3/2041T19572358MV6B3/3/2042T19572359MV83/3/2043T19572360ZCJ13/3/2044T19572361ZCJ1A3/3/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J39286 - J39286-Steve Alderman-Alderman Res. 2 of 2 Site Information: Lot/Block: Customer Info: Steve Alderman Project Name: Alderman Res. Model: Subdivision: Address: Southwind Trail State: FLCity: Ft. Pierce No.Seal#Truss Name 45 T19572362 ZCJ3 Date 3/3/2046T19572363ZCJ3A3/3/2047T19572364ZCJ53/3/2048T19572365ZEJ23/3/2049T19572366ZEJ2A3/3/2050T19572367ZEJ43/3/2051T19572368ZEJ53/3/2052T19572369ZEJ63/3/2053T19572370ZEJ6A3/3/2054T19572371ZEJ73/3/2055T19572372ZEJ7A3/3/2056T19572373ZEJ7B3/3/2057T19572374ZEJ83/3/2058T19572375ZEJ8A3/3/2059T19572376ZEJ8B3/3/2060T19572377ZHJ23/3/2061T19572378ZHJ43/3/2062T19572379ZHJ53/3/2063T19572380ZHJ63/3/2064T19572381ZHJ6A3/3/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A01 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572318 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:44 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-AoVprnYnP1Efj?0qFWXf6GrHL32FysYzSzCe1AzekbH Scale = 1:68.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 3x6 5x5 3x6 4x6 4x4 3x6 3x4 3x4 3x4 5x8 3x8 3x4 3x4 3x6 4x8 6-4-0 6-4-0 13-8-8 7-4-8 21-0-15 7-4-8 28-1-7 7-0-8 35-5-14 7-4-7 37-11-0 2-5-2 -2-0-0 2-0-0 6-4-0 6-4-0 13-8-8 7-4-8 21-0-15 7-4-8 28-1-7 7-0-8 35-5-14 7-4-7 37-11-0 2-5-2 0-4-19-1-75-0-79-1-75.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-1-8], [6:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.53 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.17 0.03 (loc) 16-19 13-15 10 l/defl >743 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-16,9-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-12, 7-12 REACTIONS. (size)2=0-8-0, 16=0-8-0, 10=0-7-0 Max Horz 2=330(LC 8) Max Uplift 2=-289(LC 8), 16=-955(LC 8), 10=-595(LC 8) Max Grav 2=272(LC 17), 16=1689(LC 13), 10=1269(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-231/390, 3-5=-1412/623, 5-6=-1300/691, 6-7=-974/632, 7-8=-1120/611, 8-9=-536/251, 9-10=-1293/583 BOT CHORD 13-15=-597/1360, 12-13=-487/1211, 11-12=-239/510 WEBS 3-16=-1623/862, 3-15=-644/1599, 5-15=-345/284, 6-13=-49/360, 6-12=-371/122, 8-12=-223/652, 8-11=-944/574, 9-11=-578/1236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 2, 955 lb uplift at joint 16 and 595 lb uplift at joint 10. 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. DESIGNED USING MWFRS PER EOR. TYPICAL FOR ALL ROOF TRUSSES IN THIS JOB. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A02 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572319 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:46 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-6BcZGTZ1xeUNyJACMxZ7Bhwchtk2QnxGvGhl52zekbF Scale = 1:67.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 3x6 5x8 4x8 3x6 4x6 4x4 3x6 3x4 3x4 3x4 5x8 2x4 3x8 3x4 3x6 6-4-0 6-4-0 11-7-3 5-3-3 19-0-15 7-5-12 24-7-3 5-6-4 30-1-7 5-6-4 37-11-0 7-9-9 -2-0-0 2-0-0 6-4-0 6-4-0 11-7-3 5-3-3 19-0-15 7-5-12 24-7-3 5-6-4 30-1-7 5-6-4 37-11-0 7-9-9 0-4-18-3-75-0-78-3-75.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-1-8], [6:0-5-12,0-2-8], [8:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.55 0.51 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.20 0.03 (loc) 16-19 14-15 10 l/defl >716 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-16,9-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-8-0, 16=0-8-0, 10=0-7-0 Max Horz 2=330(LC 8) Max Uplift 2=-270(LC 8), 16=-978(LC 8), 10=-592(LC 8) Max Grav 2=229(LC 17), 16=1694(LC 1), 10=1220(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/507, 3-5=-1144/509, 5-6=-1325/686, 6-7=-1158/704, 7-8=-1158/704, 8-9=-1076/554, 9-10=-1142/611 BOT CHORD 2-16=-349/70, 15-16=-349/70, 14-15=-522/1099, 12-14=-529/1219, 11-12=-405/903 WEBS 3-16=-1630/856, 3-15=-663/1548, 5-15=-572/369, 5-14=-33/270, 7-12=-337/235, 8-12=-224/524, 8-11=-388/279, 9-11=-438/1023 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint 2, 978 lb uplift at joint 16 and 592 lb uplift at joint 10. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A03 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572320 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:46 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-6BcZGTZ1xeUNyJACMxZ7Bhwb8tjlQnNGvGhl52zekbF Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 3x6 5x5 5x5 5x5 3x6 4x6 4x8 3x6 3x4 3x4 3x8 3x4 3x4 3x6 3x8 4x8 7-2-6 7-2-6 11-5-0 4-2-11 19-0-0 7-7-0 26-6-4 7-6-4 32-1-7 5-7-3 37-11-0 5-9-9 -2-0-0 2-0-0 7-2-6 7-2-6 11-5-0 4-2-11 19-0-0 7-7-0 20-11-1 1-11-1 26-6-4 5-7-3 32-1-7 5-7-3 37-11-0 5-9-9 0-4-17-5-78-3-15-0-77-5-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.60 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 0.15 0.03 (loc) 17-20 17-20 11 l/defl >497 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-17: 2x8 SP DSS, 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-13, 8-12 REACTIONS. (size)2=0-8-0, 17=0-11-5, 11=0-7-0 Max Horz 2=330(LC 8) Max Uplift 2=-293(LC 8), 17=-1011(LC 8), 11=-569(LC 8) Max Grav 2=283(LC 17), 17=1731(LC 1), 11=1174(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/573, 3-5=-836/371, 5-6=-1215/626, 6-7=-1140/655, 7-8=-1189/675, 8-9=-786/481, 9-10=-903/465, 10-11=-1116/583 BOT CHORD 2-17=-427/84, 16-17=-427/84, 15-16=-385/809, 13-15=-564/1239, 12-13=-548/1217 WEBS 3-17=-1656/846, 3-16=-576/1413, 5-16=-720/419, 5-15=-112/450, 6-15=-211/587, 7-15=-618/324, 8-13=0/281, 8-12=-747/320, 10-12=-439/969 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 2, 1011 lb uplift at joint 17 and 569 lb uplift at joint 11. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A04 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572321 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:47 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-aNAxTpafiycEaTlPwf5MkvTnaG0G9C8P8wRIeUzekbE Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 19 17 15 14 13 12 11 23 18 16 24 25 26 3x6 5x5 5x5 5x8 3x6 4x6 3x4 2x4 5x5 4x4 3x8 2x4 3x8 3x4 3x6 4x8 5-11-14 5-11-14 8-8-5 2-8-7 10-2-6 1-6-1 11-4-0 1-1-10 11-4-14 0-0-14 19-0-0 7-7-2 22-11-1 3-11-1 28-4-8 5-5-7 34-1-7 5-8-15 37-11-0 3-9-9 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 22-11-1 3-11-1 28-4-8 5-5-7 34-1-7 5-8-15 37-11-0 3-9-9 0-4-16-7-78-3-15-0-76-7-75.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [9:0-5-12,0-2-8], [17:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.77 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.40 0.02 (loc) 13-15 13-15 11 l/defl >999 >778 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-17,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 0-3-8 except (jt=length) 2=0-8-0, 17=3-0-1, 11=0-7-0. (lb) - Max Horz 2=330(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18 except 2=-403(LC 8), 17=-1115(LC 8), 11=-451(LC 8) Max Grav All reactions 250 lb or less at joint(s) 18 except 2=438(LC 17), 17=1435(LC 13), 11=1010(LC 14), 16=747(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/152, 3-5=-364/475, 5-6=-761/324, 6-7=-681/348, 7-8=-974/489, 8-9=-974/489, 9-10=-598/289, 10-11=-971/459 BOT CHORD 2-19=-266/217, 18-19=-266/217, 17-18=-266/217, 16-17=-373/254, 15-16=-373/254, 13-15=-393/910, 12-13=-216/501 WEBS 3-17=-543/576, 5-17=-1404/852, 5-15=-532/1103, 6-15=0/254, 7-15=-639/370, 8-13=-378/285, 9-13=-285/696, 9-12=-556/305, 10-12=-353/816 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 2=403, 17=1115, 11=451. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A05 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572322 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-2ZkKh9bHTGk5BdKbUMcbG6?xLgRludKZNaAsAxzekbD Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 3x6 5x5 5x8 5x8 3x6 4x6 3x4 2x4 5x5 4x4 3x8 2x4 2x4 3x8 3x4 3x6 4x8 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 24-11-1 5-11-1 30-6-4 5-7-3 36-1-7 5-7-3 37-11-0 1-9-9 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 24-11-1 5-11-1 30-6-4 5-7-3 36-1-7 5-7-3 37-11-0 1-9-9 0-4-15-9-78-3-15-0-75-9-75.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [7:0-5-4,0-2-8], [9:0-5-12,0-2-8], [17:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.50 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.15 0.02 (loc) 18-21 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-17,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 17=0-8-0, 11=0-7-0 Max Horz 2=330(LC 8) Max Uplift 2=-399(LC 8), 17=-1194(LC 8), 11=-443(LC 8) Max Grav 2=424(LC 17), 17=1802(LC 1), 11=962(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/212, 3-5=-408/542, 5-6=-678/304, 6-7=-646/314, 7-8=-923/452, 8-9=-923/452, 9-10=-330/157, 10-11=-949/431 BOT CHORD 2-18=-327/183, 17-18=-327/183, 16-17=-435/295, 14-16=-473/1075, 13-14=-472/1078, 12-13=-123/277 WEBS 3-17=-546/622, 5-17=-1434/873, 5-16=-561/1145, 7-16=-750/396, 8-13=-369/280, 9-13=-410/905, 9-12=-731/399, 10-12=-384/852 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=399, 17=1194, 11=443. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A06 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572323 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-WmIiuVcvEZsypmvn247qpKY5K4lUd8?ibEwPiNzekbC Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 26 3x6 5x5 5x8 2x4 3x6 2x4 5x6 6x8 2x4 2x4 4x6 3x4 5x5 4x10 3x8 2x4 4x6 4x10 2x4 2x4 2x4 4-1-15 4-1-15 4-5-15 0-4-0 6-5-15 2-0-0 11-4-0 4-10-1 19-0-0 7-8-0 26-11-1 7-11-1 32-5-1 5-5-15 34-7-8 2-2-7 34-8-0 0-0-8 37-11-0 3-3-0 -2-0-0 2-0-0 4-5-15 4-5-15 6-5-15 2-0-0 11-4-0 4-10-1 12-9-0 1-5-0 19-0-0 6-3-0 26-11-1 7-11-1 32-5-1 5-5-15 34-8-0 2-2-15 37-11-0 3-3-0 0-4-14-11-78-3-14-11-71-0-05.00 12 3.13 12 Plate Offsets (X,Y)-- [8:0-5-4,0-2-12], [16:0-2-4,0-2-12], [18:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.59 0.53 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.02 (loc) 13-15 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11,6-16,9-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-15, 8-12 REACTIONS.All bearings 3-7-0 except (jt=length) 2=0-8-0, 16=0-8-0. (lb) - Max Horz 2=321(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 11=-390(LC 1), 2=-205(LC 8), 16=-847(LC 8), 12=-735(LC 8) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=378(LC 17), 16=1640(LC 1), 12=1523(LC 1), 12=1523(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-382/31, 6-7=-512/259, 7-8=-494/255, 8-9=-129/256, 9-10=-129/256, 10-11=-190/384 BOT CHORD 18-19=-202/372, 15-16=-456/234, 13-15=-328/709, 12-13=-326/714, 2-19=-220/423 WEBS 3-18=-482/231, 16-18=-458/227, 6-18=-265/474, 6-16=-1404/836, 6-15=-433/975, 8-15=-409/226, 8-13=0/319, 8-12=-1128/531, 10-12=-449/226, 9-12=-424/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 11, 205 lb uplift at joint 2, 847 lb uplift at joint 16 and 735 lb uplift at joint 12. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A07 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572324 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:50 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-_ys46rdY?t?pRwU_bne3MX5IGU1kMa6rqufyFpzekbB Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 3x6 5x5 5x8 2x4 3x6 4x6 3x6 3x4 5x10 3x4 2x4 5x5 4x4 3x8 3x4 4x8 4x6 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 28-11-1 9-11-1 34-11-0 5-11-15 37-11-0 3-0-0 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-5-4 7-5-4 28-11-1 2-5-14 34-11-0 5-11-15 37-11-0 3-0-0 0-4-14-1-78-3-12-9-71-4-04-1-75.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [8:0-5-4,0-2-8], [12:0-2-12,0-2-8], [17:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.78 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.01 (loc) 14-16 14-16 13 l/defl >999 >678 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16 REACTIONS. (size)2=0-8-0, 13=0-7-0, 17=0-8-0 Max Horz 2=276(LC 8) Max Uplift 2=-433(LC 8), 13=-510(LC 8), 17=-1095(LC 8) Max Grav 2=448(LC 17), 13=1116(LC 1), 17=1609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/182, 3-5=-319/429, 5-6=-640/291, 6-7=-602/292, 7-8=-980/413 BOT CHORD 2-18=-313/241, 17-18=-313/241, 16-17=-332/268, 14-16=-395/889, 12-13=-1077/519, 9-12=-329/240 WEBS 3-17=-555/623, 5-17=-1252/771, 5-16=-454/952, 7-16=-527/332, 12-14=-383/920, 8-12=-1048/411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 433 lb uplift at joint 2, 510 lb uplift at joint 13 and 1095 lb uplift at joint 17. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A08 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572325 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:51 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-S8QSJAdAmA7g243A9V9IuldT3uRa52B?3YPWnGzekbA Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x5 5x8 2x4 3x6 4x6 3x6 2x4 5x10 3x4 2x4 5x5 4x4 3x8 3x4 3x4 3x4 4x6 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-7-0 7-7-0 30-11-1 4-4-1 34-11-0 3-11-15 37-11-0 3-0-0 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-7-0 7-7-0 30-11-1 4-4-1 34-11-0 3-11-15 37-11-0 3-0-0 0-4-13-3-78-3-11-11-71-4-03-3-75.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [8:0-5-4,0-2-8], [12:0-2-12,0-2-8], [18:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.55 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.14 0.02 (loc) 19-22 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-18: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-17 REACTIONS. (size)2=0-8-0, 13=0-7-0, 18=0-8-0 Max Horz 2=264(LC 7) Max Uplift 2=-444(LC 8), 13=-508(LC 8), 18=-1086(LC 8) Max Grav 2=452(LC 17), 13=1119(LC 1), 18=1599(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-326/209, 3-5=-292/408, 5-6=-649/311, 6-7=-608/311, 7-8=-1040/456 BOT CHORD 2-19=-312/250, 18-19=-312/250, 17-18=-312/289, 15-17=-380/939, 14-15=-342/831, 12-13=-1076/515, 9-12=-251/180 WEBS 3-18=-551/624, 5-18=-1233/763, 5-17=-446/931, 7-17=-585/343, 12-14=-360/850, 8-12=-1010/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 2, 508 lb uplift at joint 13 and 1086 lb uplift at joint 18. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A09 Truss Type Roof Special Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572326 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-xL_qWWeoXUFWgEdMjCgXRyAavHm2qUT8IC83Jizekb9 Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 3x6 5x5 5x8 4x6 2x4 3x6 4x6 3x6 2x4 5x10 3x4 2x4 5x5 4x4 3x8 3x4 3x4 3x4 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-7-1 7-7-1 32-11-1 6-4-1 34-11-0 1-11-15 37-11-0 3-0-0 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-7-1 7-7-1 32-11-1 6-4-1 34-11-0 1-11-15 37-11-0 3-0-0 0-4-12-5-78-3-11-1-71-4-02-5-75.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [8:0-5-4,0-2-8], [12:0-2-12,0-2-8], [18:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.60 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.12 0.01 (loc) 19-22 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-18: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 1 Row at midpt 7-17 REACTIONS. (size)2=0-8-0, 13=0-7-0, 18=0-8-0 Max Horz 2=279(LC 24) Max Uplift 2=-456(LC 8), 13=-833(LC 8), 18=-1097(LC 25) Max Grav 2=457(LC 17), 13=1528(LC 1), 18=1563(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/241, 3-5=-270/388, 5-6=-666/337, 6-7=-628/340, 7-8=-1154/535, 8-9=-723/887, 9-10=-755/918 BOT CHORD 2-19=-311/260, 18-19=-311/260, 17-18=-292/312, 15-17=-424/1007, 14-15=-393/755, 12-13=-1546/827 WEBS 3-18=-542/617, 5-18=-1201/779, 5-17=-444/874, 7-17=-665/424, 8-15=-317/615, 8-14=-462/303, 12-14=-406/878, 8-12=-1260/715, 10-12=-994/816 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 2, 833 lb uplift at joint 13 and 1097 lb uplift at joint 18. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 91 lb up at 35-0-12, and 251 lb down and 236 lb up at 36-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A09 Truss Type Roof Special Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572326 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:52 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-xL_qWWeoXUFWgEdMjCgXRyAavHm2qUT8IC83Jizekb9 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-10=-60, 13-20=-20, 11-12=-20 Concentrated Loads (lb) Vert: 23=-129(F) 24=-251(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A10 Truss Type Common Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572327 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:53 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-PXXDksfQIoNNIOCZHvCmzAjorh6LZw0IWsucr8zekb8 Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x6 5x5 3x6 3x6 4x6 3x8 4x4 5x5 3x4 2x4 4x4 5x5 3x4 2x4 3x6 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-8-0 7-8-0 32-0-2 5-4-2 38-0-0 5-11-14 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-8-0 7-8-0 32-0-2 5-4-2 38-0-0 5-11-14 40-0-0 2-0-0 0-4-18-3-10-4-15.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [7:0-0-12,0-1-12], [13:0-2-4,0-2-12], [16:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.55 0.60 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.20 0.03 (loc) 12-13 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-13,5-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15 REACTIONS. (size)2=0-8-0, 16=0-8-0, 10=0-8-0 Max Horz 2=324(LC 7) Max Uplift 2=-258(LC 8), 16=-880(LC 8), 10=-613(LC 8) Max Grav 2=380(LC 17), 16=1925(LC 1), 10=1072(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-142/329, 3-5=-210/755, 5-6=-611/420, 6-7=-600/420, 7-9=-1370/724, 9-10=-1896/881 BOT CHORD 2-17=-347/228, 16-17=-347/228, 15-16=-676/442, 13-15=-402/1213, 12-13=-657/1686, 10-12=-657/1686 WEBS 7-15=-953/519, 7-13=-82/438, 9-13=-563/282, 5-15=-474/1300, 5-16=-1557/791, 3-16=-596/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2, 880 lb uplift at joint 16 and 613 lb uplift at joint 10. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A11 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572328 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:54 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-tj5bxCg235VEvYnlqdj?WNFzw5O7IKORlWdAObzekb7 Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 1219 18 17 16 15 14 13 3x6 5x5 3x6 3x6 2x4 5x6 6x8 2x4 2x4 4x6 3x4 5x5 4x10 3x8 3x4 3x4 2x4 3x6 2x4 2x4 4-1-15 4-1-15 4-5-15 0-4-0 6-5-15 2-0-0 11-4-0 4-10-1 19-0-0 7-8-0 28-8-2 9-8-2 38-0-0 9-3-14 -2-0-0 2-0-0 4-5-15 4-5-15 6-5-15 2-0-0 11-4-0 4-10-1 12-9-0 1-5-0 19-0-0 6-3-0 26-5-4 7-5-4 31-2-13 4-9-9 38-0-0 6-9-3 40-0-0 2-0-0 0-4-18-3-10-4-11-0-05.00 12 3.13 12 Plate Offsets (X,Y)-- [16:0-2-4,0-3-0], [18:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.88 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.03 (loc) 13-15 13-15 11 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-16: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-15 REACTIONS. (size)2=0-8-0, 16=0-8-0, 11=0-8-0 Max Horz 2=448(LC 7) Max Uplift 2=-387(LC 8), 16=-1231(LC 8), 11=-576(LC 8) Max Grav 2=350(LC 17), 16=1901(LC 1), 11=1131(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-247/382, 3-4=-112/396, 4-6=-64/437, 6-7=-767/323, 7-8=-723/323, 8-10=-1713/700, 10-11=-1948/777 BOT CHORD 18-19=-658/170, 15-16=-590/635, 13-15=-303/1267, 11-13=-552/1740, 2-19=-743/205 WEBS 3-18=-398/439, 16-18=-578/645, 6-18=-429/378, 6-16=-1644/1033, 6-15=-594/1272, 7-15=-79/270, 8-15=-906/516, 8-13=-156/562, 10-13=-368/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 2, 1231 lb uplift at joint 16 and 576 lb uplift at joint 11. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A12 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572329 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:55 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Lwfz9YggqPd5XhMxOKEE3bo7ZVkb1tra_ANjw1zekb6 Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 5x8 M18SHS 5x8 M18SHS 3x6 3x6 3x4 2x4 5x5 4x4 3x4 6x6 4x4 5x5 3x4 2x4 3x6 5-11-14 5-11-14 11-4-0 5-4-2 18-2-6 6-10-6 19-9-10 1-7-5 26-8-0 6-10-6 32-0-2 5-4-2 38-0-0 5-11-14 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 18-2-6 6-10-6 19-9-10 1-7-5 26-8-0 6-10-6 32-0-2 5-4-2 38-0-0 5-11-14 40-0-0 2-0-0 0-4-17-11-00-4-17-11-05.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-1-12], [6:0-5-12,0-2-8], [7:0-5-12,0-2-8], [8:0-0-12,0-1-12], [14:0-2-4,0-2-12], [15:0-1-12,Edge], [17:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.80 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.41 0.05 (loc) 14-15 14-15 11 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 214 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-17,8-14: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-15 REACTIONS. (size)2=0-8-0, 17=0-8-0, 11=0-8-0 Max Horz 2=312(LC 7) Max Uplift 2=-532(LC 8), 17=-1027(LC 8), 11=-635(LC 8) Max Grav 2=476(LC 1), 17=1658(LC 1), 11=1178(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-401/440, 3-5=-232/400, 5-6=-886/479, 6-7=-745/507, 7-8=-879/491, 8-10=-1661/790, 10-11=-2157/933 BOT CHORD 2-18=-269/321, 17-18=-269/321, 16-17=-265/326, 15-16=-25/673, 14-15=-463/1443, 13-14=-705/1924, 11-13=-705/1924 WEBS 3-17=-595/646, 5-17=-1330/720, 5-16=-428/1080, 7-15=-136/316, 8-15=-981/534, 8-14=-108/461, 10-14=-533/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 lb uplift at joint 2, 1027 lb uplift at joint 17 and 635 lb uplift at joint 11. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A13 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572330 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:56 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-p6DLMuhIbjly9rx7y2lTboKLKv78mJRkDq6HSTzekb5 Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1123242526 5x5 5x5 3x6 4x6 3x4 2x4 6x10 2x4 3x4 2x4 6x10 3x4 2x4 3x6 5-11-14 5-11-14 11-4-0 5-4-2 19-0-0 7-8-0 26-8-0 7-8-0 32-0-2 5-4-2 38-0-0 5-11-14 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 16-2-6 4-10-6 21-9-10 5-7-5 26-8-0 4-10-6 32-0-2 5-4-2 38-0-0 5-11-14 40-0-0 2-0-0 0-4-17-1-00-4-17-1-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.59 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.04 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-15,7-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15 REACTIONS. (size)2=0-8-0, 15=0-8-0, 9=0-8-0 Max Horz 2=-281(LC 6) Max Uplift 2=-420(LC 8), 15=-1186(LC 8), 9=-588(LC 8) Max Grav 2=364(LC 17), 15=1932(LC 1), 9=1135(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-113/414, 3-4=-367/782, 4-5=-239/776, 5-6=-653/355, 6-7=-1549/772, 7-8=-1521/645, 8-9=-2063/825 BOT CHORD 2-16=-529/56, 15-16=-529/56, 14-15=0/370, 12-14=-48/755, 11-12=-608/1841, 9-11=-608/1841 WEBS 3-15=-592/659, 4-15=-343/277, 5-15=-1527/702, 5-14=-278/838, 6-14=-538/340, 6-12=-468/937, 7-12=-338/281, 8-12=-598/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 1186 lb uplift at joint 15 and 588 lb uplift at joint 9. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A14 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572331 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:57 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-HInjaEixL0tpm?WKWlGi80tWXIU8VnktRUsq_vzekb4 Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1224252627 5x5 5x5 3x6 4x6 3x4 2x4 6x10 2x4 3x8 2x4 2x4 6x10 3x4 2x4 3x6 5-11-14 5-11-14 11-4-0 5-4-2 11-4-8 0-0-8 19-0-0 7-7-8 26-8-0 7-8-0 32-0-2 5-4-2 38-0-0 5-11-14 -2-0-0 2-0-0 5-11-14 5-11-14 11-4-0 5-4-2 14-2-6 2-10-6 19-0-0 4-9-10 23-9-10 4-9-10 26-8-0 2-10-6 32-0-2 5-4-2 38-0-0 5-11-14 40-0-0 2-0-0 0-4-16-3-00-4-16-3-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.54 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.03 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-16,8-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16 REACTIONS.All bearings 11-8-0 except (jt=length) 10=0-8-0. (lb) - Max Horz 2=-250(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-244(LC 8), 17=-212(LC 18), 16=-940(LC 8), 10=-600(LC 8) Max Grav All reactions 250 lb or less at joint(s) 17, 2 except 2=283(LC 17), 16=1987(LC 1), 16=1987(LC 1), 10=1079(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-67/349, 3-4=-304/885, 4-5=-194/855, 5-6=-595/429, 6-7=-595/429, 7-8=-1376/773, 8-9=-1372/673, 9-10=-1923/859 BOT CHORD 2-17=-306/194, 16-17=-306/194, 15-16=-206/260, 13-15=-183/837, 12-13=-640/1712, 10-12=-640/1712 WEBS 3-17=-64/324, 3-16=-609/382, 4-16=-278/233, 5-16=-1504/645, 5-15=-475/1140, 6-15=-326/240, 7-15=-488/231, 7-13=-371/795, 8-13=-276/231, 9-13=-611/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 2, 212 lb uplift at joint 17, 940 lb uplift at joint 16, 600 lb uplift at joint 10 and 244 lb uplift at joint 2. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A15 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572332 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:58 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-lUL6najZ6K?gO95W3TnxgDQgSimOEE81g8bNXMzekb3 Scale = 1:66.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 5x8 5x8 3x6 3x6 4x6 3x4 2x4 3x4 2x4 3x8 3x4 3x4 2x4 6-5-1 6-5-1 12-2-6 5-9-4 19-0-0 6-9-10 25-9-10 6-9-10 31-6-15 5-9-4 37-8-3 6-1-4 -2-0-0 2-0-0 6-5-1 6-5-1 12-2-6 5-9-4 19-0-0 6-9-10 25-9-10 6-9-10 31-6-15 5-9-4 37-8-3 6-1-4 0-4-15-5-00-5-105-5-05.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.50 0.80 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.49 0.16 (loc) 12 12-13 8 l/defl >999 >922 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-4-3, 2=0-8-0 Max Horz 2=211(LC 7) Max Uplift 8=-718(LC 8), 2=-874(LC 8) Max Grav 8=1504(LC 1), 2=1630(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3308/1544, 3-4=-2713/1345, 4-5=-2820/1481, 5-6=-2820/1481, 6-7=-2687/1341, 7-8=-3189/1525 BOT CHORD 2-14=-1342/2996, 13-14=-1342/2996, 12-13=-1028/2451, 10-12=-1025/2429, 9-10=-1323/2874, 8-9=-1323/2874 WEBS 3-13=-675/349, 4-13=-113/450, 4-12=-229/600, 5-12=-450/323, 6-12=-233/624, 6-10=-107/418, 7-10=-569/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 lb uplift at joint 8 and 874 lb uplift at joint 2. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A16 Truss Type Roof Special Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572333 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:59 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-DhvU?wkBte7X0JgidAIADRyl6642zfeAvoLx3ozekb2 Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 28 29 5x8 5x8 5x5 5x8 3x6 4x6 3x4 2x4 3x4 3x4 3x4 2x4 3x8 3x4 3x4 4x4 4x4 2x4 3x6 5-5-1 5-5-1 10-2-6 4-9-4 16-1-6 5-11-0 21-10-10 5-9-4 27-9-10 5-11-0 31-8-12 3-11-2 35-7-13 3-11-2 36-7-14 1-0-0 39-0-0 2-4-3 -2-0-0 2-0-0 5-5-1 5-5-1 10-2-6 4-9-4 16-1-6 5-11-0 21-10-10 5-9-4 27-9-10 5-11-0 31-8-12 3-11-2 35-7-13 3-11-2 36-7-14 1-0-0 39-0-0 2-4-3 41-0-0 2-0-0 0-4-11-3-124-7-00-4-14-7-05.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [7:0-5-12,0-2-8], [10:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.89 0.90 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.44 -0.68 0.19 (loc) 17-19 17-19 11 l/defl >999 >693 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-18: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-189(LC 6) Max Uplift 2=-895(LC 8), 11=-910(LC 8) Max Grav 2=1680(LC 1), 11=1673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3477/1613, 3-4=-3016/1471, 4-5=-3456/1752, 5-6=-3510/1779, 6-7=-3510/1779, 7-8=-3171/1563, 8-9=-3784/1810, 9-10=-4214/1975, 10-11=-3431/1566 BOT CHORD 2-21=-1340/3159, 20-21=-1340/3159, 19-20=-1103/2741, 17-19=-1452/3456, 16-17=-1183/2898, 15-16=-1505/3473, 14-15=-1950/4402, 13-14=-1314/3125, 11-13=-1320/3128 WEBS 3-20=-529/266, 4-20=-89/378, 4-19=-431/978, 5-19=-461/290, 6-17=-371/272, 7-17=-387/867, 7-16=-185/517, 8-16=-760/392, 8-15=-106/373, 9-15=-1035/460, 9-14=-1329/702, 10-14=-850/1701 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 2 and 910 lb uplift at joint 11. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 51 lb up at 36-7-14 on top chord, and 68 lb down and 44 lb up at 36-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A16 Truss Type Roof Special Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572333 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:40:59 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-DhvU?wkBte7X0JgidAIADRyl6642zfeAvoLx3ozekb2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-9=-60, 9-10=-60, 10-12=-60, 22-25=-20 Concentrated Loads (lb) Vert: 13=7(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A17 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572334 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:00 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-itTsCFkpexFOeTFvBuqPmeVxJWP_i3xK7S4UbEzekb1 Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 26 27 28 5x8 3x6 5x8 5x5 5x8 3x6 3x8 M18SHS3x4 2x4 3x4 3x4 2x4 3x8 3x4 3x4 2x4 3x6 8-2-6 8-2-6 15-5-6 7-3-0 22-6-10 7-1-4 29-9-10 7-3-0 33-7-14 3-10-3 34-7-14 1-0-0 39-0-0 4-4-3 -2-0-0 2-0-0 4-5-1 4-5-1 8-2-6 3-9-4 15-5-6 7-3-0 22-6-10 7-1-4 29-9-10 7-3-0 33-7-14 3-10-3 34-7-14 1-0-0 39-0-0 4-4-3 41-0-0 2-0-0 0-4-12-1-123-9-00-4-13-9-05.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [8:0-5-12,0-2-8], [10:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.79 0.98 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.86 0.21 (loc) 16-18 16-18 11 l/defl >842 >541 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 197 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-158(LC 6) Max Uplift 2=-894(LC 8), 11=-894(LC 8) Max Grav 2=1680(LC 1), 11=1680(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3474/1638, 3-4=-3214/1533, 4-5=-4260/2107, 5-7=-4343/2143, 7-8=-4343/2143, 8-9=-3464/1666, 9-10=-3674/1754, 10-11=-3488/1596 BOT CHORD 2-19=-1368/3165, 18-19=-1207/2953, 16-18=-1851/4260, 15-16=-1335/3199, 14-15=-1630/3760, 13-14=-1328/3178, 11-13=-1331/3172 WEBS 3-19=-294/177, 4-19=-21/369, 4-18=-714/1529, 5-18=-522/347, 7-16=-449/329, 8-16=-613/1371, 8-15=-114/466, 9-15=-647/331, 9-14=-1104/568, 10-14=-617/1187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 894 lb uplift at joint 2 and 894 lb uplift at joint 11. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A18G Truss Type Hip Girder Qty 1 Ply 2 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572335 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:04 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-aeiN2dnKiAlp64YgQjuLwUghi7oJeuov242ij?zekaz Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5x8 4x8 5x8 3x6 3x8 M18SHS 3x4 2x4 3x4 3x8 4x4 3x4 4x4 2x4 3x8 4x4 3x8 3x4 3x4 2x4 3x8 M18SHS 3x6 3-5-1 3-5-1 6-2-6 2-9-4 11-7-4 5-4-15 16-10-7 5-3-3 22-1-9 5-3-3 27-4-12 5-3-3 32-9-10 5-4-15 35-6-15 2-9-4 39-0-0 3-5-1 -2-0-0 2-0-0 3-5-1 3-5-1 6-2-6 2-9-4 11-7-4 5-4-15 16-10-7 5-3-3 22-1-9 5-3-3 27-4-12 5-3-3 32-9-10 5-4-15 35-6-15 2-9-4 39-0-0 3-5-1 41-0-0 2-0-0 0-4-12-11-00-4-12-11-05.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-3-0], [10:0-2-8,0-3-0], [16:0-3-8,0-1-8], [21:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.89 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.67 -1.02 0.20 (loc) 18-19 18-19 12 l/defl >697 >458 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 438 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,7-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 17-20: 2x4 SP 2700F 2.2E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=-126(LC 23) Max Uplift 2=-1518(LC 8), 12=-1528(LC 8) Max Grav 2=3044(LC 1), 12=3067(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6835/3116, 3-4=-6894/3203, 4-5=-10057/4726, 5-6=-11811/5540, 6-8=-11818/5539, 8-9=-11818/5539, 9-10=-10123/4759, 10-11=-6959/3231, 11-12=-6891/3143 BOT CHORD 2-23=-2741/6318, 22-23=-2741/6318, 21-22=-2791/6425, 19-21=-4517/10053, 18-19=-5334/11811, 16-18=-4549/10119, 15-16=-2817/6450, 14-15=-2766/6308, 12-14=-2766/6308 WEBS 3-22=-307/344, 4-22=-58/549, 4-21=-1917/4097, 5-21=-1558/910, 5-19=-908/1974, 6-19=-613/461, 8-18=-583/445, 9-18=-871/1908, 9-16=-1554/914, 10-16=-1924/4103, 10-15=-54/562, 11-15=-316/357 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1518 lb uplift at joint 2 and 1528 lb uplift at joint 12. Continued on page 2 March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A18G Truss Type Hip Girder Qty 1 Ply 2 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572335 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:04 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-aeiN2dnKiAlp64YgQjuLwUghi7oJeuov242ij?zekaz NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 303 lb up at 6-2-5, 157 lb down and 144 lb up at 8-3-2, 157 lb down and 144 lb up at 10-3-2, 157 lb down and 144 lb up at 12-3-2, 157 lb down and 144 lb up at 14-3-2, 157 lb down and 144 lb up at 16-3-2, 157 lb down and 144 lb up at 18-3-2, 157 lb down and 144 lb up at 19-6-1, 157 lb down and 144 lb up at 21-4-9, 157 lb down and 144 lb up at 23-4-9, 157 lb down and 144 lb up at 25-4-9, 157 lb down and 144 lb up at 27-4-9, 157 lb down and 144 lb up at 29-4-9, and 157 lb down and 144 lb up at 30-8-14, and 316 lb down and 303 lb up at 32-9-11 on top chord, and 346 lb down and 105 lb up at 6-2-5, 68 lb down at 8-3-2, 68 lb down at 10-3-2, 68 lb down at 12-3-2, 68 lb down at 14-3-2, 68 lb down at 16-3-2, 68 lb down at 18-3-2, 68 lb down at 19-6-1, 68 lb down at 21-4-9, 68 lb down at 23-4-9, 68 lb down at 25-4-9, 68 lb down at 27-4-9, 68 lb down at 29-4-9, and 68 lb down at 30-8-14, and 346 lb down and 105 lb up at 32-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 24-27=-20 Concentrated Loads (lb) Vert: 4=-151(F) 10=-151(F) 20=-49(F) 22=-277(F) 9=-97(F) 16=-49(F) 15=-277(F) 30=-97(F) 32=-97(F) 33=-97(F) 34=-97(F) 35=-97(F) 36=-97(F) 37=-97(F) 38=-97(F) 39=-97(F) 41=-97(F) 42=-97(F) 44=-97(F) 45=-49(F) 46=-49(F) 47=-49(F) 48=-49(F) 49=-49(F) 50=-49(F) 51=-49(F) 52=-49(F) 53=-49(F) 54=-49(F) 55=-49(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A19 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572336 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:05 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-2rGlFzoyTUtgkE7s_RPaTiCsfX7INOG3HkoFFSzekay Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 25 26 27 28 29 30 3x6 5x5 3x6 4x6 2x4 2x4 5x8 6x8 3x4 2x4 6x6 4x8 3x6 4x4 3x4 5x8 3x8 4x6 6-4-0 6-4-0 13-3-3 6-11-3 20-2-6 6-11-3 25-4-12 5-2-6 26-4-12 1-0-0 29-0-0 2-7-4 33-7-4 4-7-4 34-7-4 1-0-0 38-0-0 3-4-12 -2-0-0 2-0-0 6-4-0 6-4-0 13-3-3 6-11-3 20-2-6 6-11-3 26-4-12 6-2-6 29-0-0 2-7-4 33-7-4 4-7-4 38-0-0 4-4-12 0-4-18-9-05-0-13-3-08-9-05.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [14:0-2-12,Edge], [15:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.50 0.91 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.67 0.15 (loc) 14-15 14-15 11 l/defl >999 >567 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-17,9-12: 2x4 SP No.3, 14-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-21: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17, 12-14 WEBS 1 Row at midpt 5-18, 6-18 REACTIONS. (size)2=0-8-0, 11=Mechanical, 21=0-8-0 Max Horz 2=326(LC 8) Max Uplift 2=-269(LC 8), 11=-471(LC 8), 21=-943(LC 8) Max Grav 2=191(LC 17), 11=1364(LC 1), 21=1807(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-285/593, 3-5=-1325/538, 5-6=-1355/622, 6-7=-1935/826, 7-8=-1959/810, 8-9=-1714/625, 9-10=-1577/516, 10-11=-1360/451 BOT CHORD 2-21=-438/63, 20-21=-438/63, 18-20=-519/1265, 7-15=-266/191, 14-15=-530/1629, 9-14=-371/277 WEBS 3-21=-1725/844, 3-20=-624/1721, 5-20=-459/288, 6-18=-672/231, 15-18=-473/1493, 6-15=-281/1113, 8-15=-143/661, 8-14=-263/219, 10-14=-501/1584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0lb AC unit load placed on the bottom chord, 30-0-0 from left end, supported at two points, 3-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 2, 471 lb uplift at joint 11 and 943 lb uplift at joint 21. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A20 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572337 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:06 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-W1q7TJpaEn0XMOi2X8wp?vl01wTd6qHCWOXpouzekax Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 25 26 27 28 3x6 5x8 5x5 3x6 4x6 2x4 2x4 5x8 6x8 2x4 2x4 4x8 3x6 4x4 3x4 3x8 5x5 4x6 6-4-0 6-4-0 12-4-3 6-0-3 18-2-6 5-10-3 25-4-12 7-2-6 26-4-12 1-0-0 31-0-0 4-7-4 33-7-4 2-7-4 34-7-4 1-0-0 38-0-0 3-4-12 -2-0-0 2-0-0 6-4-0 6-4-0 12-4-3 6-0-3 18-2-6 5-10-3 22-3-9 4-1-3 25-4-12 3-1-3 31-0-0 5-7-4 33-7-4 2-7-4 38-0-0 4-4-12 0-4-17-11-05-0-13-3-07-11-05.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [11:0-2-8,0-2-12], [14:0-2-12,Edge], [15:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.52 0.90 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.69 0.16 (loc) 14-15 14-15 11 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-17,9-12: 2x4 SP No.3, 14-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-21: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17, 12-14 REACTIONS. (size)2=0-8-0, 21=0-8-0, 11=Mechanical Max Horz 2=326(LC 8) Max Uplift 2=-240(LC 8), 21=-977(LC 8), 11=-465(LC 8) Max Grav 2=111(LC 17), 21=1901(LC 1), 11=1348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/736, 3-5=-1141/464, 5-6=-1345/614, 6-7=-2289/948, 7-8=-2320/925, 8-9=-1632/551, 9-10=-1549/501, 10-11=-1350/450 BOT CHORD 2-21=-575/133, 20-21=-575/133, 18-20=-460/1018, 7-15=-431/309, 14-15=-535/1619, 9-14=-262/185 WEBS 3-21=-1741/869, 3-20=-650/1707, 5-20=-594/323, 5-18=-12/356, 6-18=-580/245, 15-18=-476/1304, 6-15=-391/1321, 8-15=-294/941, 8-14=-312/269, 10-14=-475/1546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0lb AC unit load placed on the bottom chord, 30-0-0 from left end, supported at two points, 3-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 2, 977 lb uplift at joint 21 and 465 lb uplift at joint 11. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A21 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572338 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:07 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-_DOVgfqC?58OzXHF5sS2Y7I8dKpsrHpMk2HMKKzekaw Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 26 27 28 29 5x8 5x5 3x6 4x6 2x4 3x4 6x8 6x8 2x4 2x4 4x4 4x8 3x4 3x4 4x4 3x8 4x6 5x5 3x6 6-4-0 6-4-0 6-4-8 0-0-8 11-0-3 4-7-11 16-2-6 5-2-3 20-9-9 4-7-3 25-4-12 4-7-3 26-4-12 1-0-0 33-7-4 7-2-8 34-7-4 1-0-0 38-0-0 3-4-12 -2-0-0 2-0-0 6-4-0 6-4-0 11-0-3 4-8-3 16-2-6 5-2-3 20-9-9 4-7-3 25-4-12 4-7-3 33-0-0 7-7-4 33-7-4 0-7-4 38-0-0 4-4-12 0-4-17-1-05-0-13-3-07-1-05.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-8], [11:0-2-8,0-2-12], [14:0-2-12,Edge], [15:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.90 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.72 0.18 (loc) 14-15 14-15 11 l/defl >999 >527 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-17,9-12: 2x4 SP No.3, 14-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-22: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17, 12-14 WEBS 1 Row at midpt 6-18 REACTIONS.All bearings 6-8-0 except (jt=length) 11=Mechanical. (lb) - Max Horz 2=326(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 2=-220(LC 18), 11=-456(LC 8), 22=-910(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2 except 11=1319(LC 1), 22=2076(LC 1), 22=2076(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/1085, 3-4=-762/323, 4-5=-1224/564, 5-6=-1349/643, 6-7=-2689/1069, 7-8=-2774/1069, 8-9=-1516/463, 9-10=-1508/484, 10-11=-1324/443 BOT CHORD 2-22=-930/293, 21-22=-930/293, 20-21=-348/674, 18-20=-455/1068, 7-15=-395/308, 14-15=-508/1571 WEBS 3-21=-738/1815, 4-21=-824/405, 4-20=-146/607, 5-20=-293/121, 5-18=-138/576, 6-18=-1318/509, 15-18=-607/1677, 6-15=-544/1714, 8-15=-496/1364, 8-14=-409/356, 10-14=-451/1498, 3-22=-1920/924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0lb AC unit load placed on the bottom chord, 30-0-0 from left end, supported at two points, 3-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=220, 11=456, 22=910, 2=220. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A22 Truss Type Half Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572339 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:08 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-TQxtt_qqmPGFbhsRfZzH4KqNJkB9afIVzi0vsnzekav Scale = 1:57.7 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 4x8 3x4 3x6 3x4 3x4 3x4 1x4 3x4 1x4 3x8 3x4 3x4 7-5-1 7-5-1 14-2-6 6-9-5 20-3-4 6-0-14 26-2-6 5-11-2 32-3-4 6-0-14 -2-0-0 2-0-0 7-5-1 7-5-1 14-2-6 6-9-5 20-3-4 6-0-14 26-2-6 5-11-2 32-3-4 6-0-14 0-4-16-3-05.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.71 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.28 0.08 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 4-10 REACTIONS. (size)8=0-6-0, 2=0-8-0 Max Horz 2=391(LC 8) Max Uplift 8=-641(LC 8), 2=-738(LC 8) Max Grav 8=1281(LC 1), 2=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2696/1179, 3-4=-1952/918, 4-5=-1642/840, 5-6=-1642/840, 6-7=-1081/545, 7-8=-1225/653 BOT CHORD 2-13=-1311/2439, 12-13=-1311/2439, 10-12=-910/1734, 9-10=-545/1081 WEBS 3-13=0/298, 3-12=-841/444, 4-12=-145/500, 5-10=-376/262, 6-10=-419/796, 6-9=-945/582, 7-9=-760/1507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=641, 2=738. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A23 Truss Type Half Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572340 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:08 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-TQxtt_qqmPGFbhsRfZzH4KqI5kC7akuVzi0vsnzekav Scale = 1:57.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 4x8 3x4 4x4 3x6 3x4 3x4 3x4 1x4 3x4 1x4 3x8 3x4 4x4 6-5-1 6-5-1 12-2-6 5-9-5 18-11-4 6-8-14 25-6-6 6-7-2 32-3-4 6-8-14 -2-0-0 2-0-0 6-5-1 6-5-1 12-2-6 5-9-5 18-11-4 6-8-14 25-6-6 6-7-2 32-3-4 6-8-14 0-4-15-5-05.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.65 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.29 0.08 (loc) 13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-10 REACTIONS. (size)9=0-6-0, 2=0-8-0 Max Horz 2=346(LC 8) Max Uplift 9=-633(LC 8), 2=-745(LC 8) Max Grav 9=1281(LC 1), 2=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2744/1217, 3-4=-2142/1015, 4-5=-1994/1004, 5-6=-1994/1004, 6-8=-1368/680, 8-9=-1218/647 BOT CHORD 2-14=-1311/2477, 13-14=-1311/2477, 12-13=-993/1924, 10-12=-680/1368 WEBS 3-13=-683/353, 4-13=-113/452, 5-12=-420/301, 6-12=-411/793, 6-10=-906/565, 8-10=-845/1698 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=633, 2=745. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A24 Truss Type Half Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572341 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:09 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-xcVG5KrSXiO6DrRdDHUWdYNUA8YOJANeCMmTPDzekau Scale = 1:57.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 4x8 3x4 4x4 3x6 3x4 3x4 3x4 1x4 3x4 1x4 3x8 3x4 4x4 5-5-1 5-5-1 10-2-6 4-9-5 17-7-4 7-4-14 24-10-6 7-3-2 32-3-4 7-4-14 -2-0-0 2-0-0 5-5-1 5-5-1 10-2-6 4-9-5 17-7-4 7-4-14 24-10-6 7-3-2 32-3-4 7-4-14 0-4-14-7-05.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.64 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.37 0.09 (loc) 12 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-10 REACTIONS. (size)9=0-6-0, 2=0-8-0 Max Horz 2=301(LC 8) Max Uplift 9=-626(LC 8), 2=-752(LC 8) Max Grav 9=1281(LC 1), 2=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2781/1244, 3-4=-2333/1107, 4-5=-2450/1216, 5-7=-2450/1216, 7-8=-1759/864, 8-9=-1211/642 BOT CHORD 2-14=-1300/2517, 13-14=-1300/2517, 12-13=-1073/2117, 10-12=-864/1759 WEBS 3-13=-511/253, 4-13=-76/407, 4-12=-218/517, 5-12=-462/336, 7-12=-409/802, 7-10=-867/550, 8-10=-981/1993 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=626, 2=752. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A25 Truss Type Half Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572342 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:10 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-Po3eIgs5I0Wzq??qm_?lAlwjtYt_2aQoR?V0xfzekat Scale = 1:57.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 4x8 3x4 3x8 3x6 3x4 4x4 3x4 1x4 3x4 3x4 1x4 3x8 3x4 3x8 8-2-6 8-2-6 14-3-8 6-1-1 20-2-13 5-11-6 26-2-3 5-11-5 32-3-4 6-1-2 -2-0-0 2-0-0 4-5-1 4-5-1 8-2-6 3-9-5 14-3-8 6-1-1 20-2-13 5-11-6 26-2-3 5-11-5 32-3-4 6-1-2 0-4-13-9-05.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-0], [4:0-5-4,0-2-0], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.75 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.44 0.10 (loc) 12-14 12-14 10 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=0-6-0, 2=0-8-0 Max Horz 2=256(LC 8) Max Uplift 10=-621(LC 8), 2=-758(LC 8) Max Grav 10=1281(LC 1), 2=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2785/1294, 3-4=-2519/1178, 4-5=-2989/1470, 5-6=-2823/1375, 6-8=-2823/1375, 8-9=-1860/903, 9-10=-1221/632 BOT CHORD 2-15=-1308/2541, 14-15=-1133/2298, 12-14=-1470/2989, 11-12=-903/1860 WEBS 3-15=-323/192, 4-15=-29/358, 4-14=-388/881, 5-14=-326/223, 6-12=-344/258, 8-12=-545/1115, 8-11=-940/558, 9-11=-1023/2104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=621, 2=758. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A26G Truss Type HALF HIP GIRDER Qty 1 Ply 2 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572343 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:12 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-LBBOjMuLpdmh4J9CuP1DFA?zALZVWYY5uJ_7?Yzekar Scale = 1:57.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4x8 3x4 3x8 3x6 3x4 3x4 3x4 1x4 3x4 3x4 3x4 1x4 3x8 3x4 4x6 3-5-1 3-5-1 6-2-6 2-9-5 12-9-8 6-7-1 19-2-13 6-5-5 25-8-3 6-5-5 32-3-4 6-7-1 -2-0-0 2-0-0 3-5-1 3-5-1 6-2-6 2-9-5 12-9-8 6-7-1 19-2-13 6-5-5 25-8-3 6-5-5 32-3-4 6-7-1 0-4-12-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.75 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 -0.65 0.11 (loc) 13-14 13-14 10 l/defl >916 >596 n/a L/d 240 180 n/a PLATES MT20 Weight: 326 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-14,5-13,8-13,9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. REACTIONS. (size)10=0-6-0, 2=0-8-0 Max Horz 2=210(LC 21) Max Uplift 10=-1130(LC 8), 2=-1240(LC 8) Max Grav 10=2413(LC 1), 2=2454(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5361/2422, 3-4=-5391/2488, 4-5=-7525/3535, 5-7=-7455/3488, 7-8=-7455/3488, 8-9=-5050/2365, 9-10=-2294/1151 BOT CHORD 2-16=-2310/4926, 15-16=-2310/4926, 14-15=-2343/4997, 13-14=-3535/7525, 11-13=-2365/5050 WEBS 3-15=-295/311, 4-15=-45/611, 4-14=-1284/2722, 5-14=-725/566, 7-13=-669/513, 8-13=-1214/2597, 8-11=-1726/1038, 9-11=-2502/5343 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1130, 2=1240. Continued on page 2 March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss A26G Truss Type HALF HIP GIRDER Qty 1 Ply 2 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572343 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:12 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-LBBOjMuLpdmh4J9CuP1DFA?zALZVWYY5uJ_7?Yzekar NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 303 lb up at 6-2-6, 157 lb down and 144 lb up at 8-3-2, 157 lb down and 144 lb up at 10-3-2, 157 lb down and 144 lb up at 12-3-2, 157 lb down and 144 lb up at 14-3-2, 157 lb down and 144 lb up at 16-3-2, 157 lb down and 144 lb up at 18-3-2, 157 lb down and 144 lb up at 20-3-2, 157 lb down and 144 lb up at 22-3-2, 157 lb down and 144 lb up at 24-3-2, 157 lb down and 144 lb up at 26-3-2, and 157 lb down and 144 lb up at 28-3-2, and 157 lb down and 144 lb up at 30-3-2 on top chord, and 346 lb down and 105 lb up at 6-2-6, 68 lb down at 8-3-2, 68 lb down at 10-3-2, 68 lb down at 12-3-2, 68 lb down at 14-3-2, 68 lb down at 16-3-2, 68 lb down at 18-3-2, 68 lb down at 20-3-2, 68 lb down at 22-3-2, 68 lb down at 24-3-2, 68 lb down at 26-3-2, and 68 lb down at 28-3-2, and 68 lb down at 30-3-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 4=-151(B) 6=-97(B) 12=-49(B) 15=-277(B) 20=-97(B) 21=-97(B) 22=-97(B) 23=-97(B) 24=-97(B) 25=-97(B) 26=-97(B) 27=-97(B) 28=-97(B) 29=-97(B) 30=-97(B) 31=-49(B) 32=-49(B) 33=-49(B) 34=-49(B) 35=-49(B) 36=-49(B) 37=-49(B) 38=-49(B) 39=-49(B) 40=-49(B) 41=-49(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B01 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572344 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:13 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-pNlmxiuzaxuYhSkPS6YSnOYEIl_fF0UE7zkgY_zekaq Scale = 1:40.2 1 2 3 4 5 6 11 10 9 8 7 15 3x6 3x4 4x6 4x8 3x4 3x8 3x4 3x4 1x4 3x4 6-1-14 6-1-14 6-2-6 0-0-8 11-0-0 4-9-10 16-2-2 5-2-2 22-0-0 5-9-14 6-1-14 6-1-14 6-2-6 0-0-8 11-0-0 4-9-10 16-2-2 5-2-2 22-0-0 5-9-14 24-0-0 2-0-0 4-11-44-11-10-4-14-11-45.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.46 0.43 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.12 0.03 (loc) 7-9 7-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=0-3-4, 5=0-8-0 Max Horz 11=-320(LC 8) Max Uplift 11=-438(LC 8), 5=-546(LC 8) Max Grav 11=869(LC 1), 5=1000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-810/450, 1-2=-848/432, 2-3=-860/440, 3-4=-1186/544, 4-5=-1741/725 BOT CHORD 10-11=-74/306, 9-10=-241/1045, 7-9=-518/1558, 5-7=-518/1558 WEBS 1-10=-532/1045, 3-10=-292/153, 3-9=-111/377, 4-9=-629/320, 2-10=-363/272 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=438, 5=546. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B02 Truss Type Roof Special Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572345 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:13 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-pNlmxiuzaxuYhSkPS6YSnOYFQluuF00E7zkgY_zekaq Scale = 1:40.2 1 2 3 4 5 6 7 11 10 9 8 3x6 3x4 4x4 4x4 4x4 3x4 3x8 3x8 1x4 3x4 4-1-14 4-1-14 8-2-6 4-0-8 13-0-0 4-9-10 22-0-0 9-0-0 4-1-14 4-1-14 8-2-6 4-0-8 13-0-0 4-9-10 17-2-2 4-2-2 22-0-0 4-9-14 24-0-0 2-0-0 5-9-44-1-10-4-15-9-45.00 12 Plate Offsets (X,Y)-- [6:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.39 0.80 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.04 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=0-3-4, 6=0-8-0 Max Horz 11=-365(LC 8) Max Uplift 11=-449(LC 8), 6=-536(LC 8) Max Grav 11=869(LC 1), 6=1000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-850/450, 1-2=-529/266, 2-3=-621/250, 3-4=-1259/576, 4-5=-1406/576, 5-6=-1738/739 BOT CHORD 10-11=-102/359, 8-10=-262/1157, 6-8=-539/1579 WEBS 1-10=-452/905, 3-10=-847/480, 4-8=-10/330, 5-8=-404/259 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=449, 6=536. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B03G Truss Type Roof Special Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572346 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:21 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-awEocR?_iOuPfhLxwoiK64tVZzfN7XWPyDg5qWzekai Scale = 1:41.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 17 18 19 20 21 3x10 M18SHS 5x5 4x4 4x6 4x6 4x8 M18SHS6x8 4x6 8x8 7x8 3x4 2x4 4x8 Special Special Special HUS26 SUH24 Special Special Special SUH24 2-9-14 2-9-14 6-0-12 3-2-14 9-6-6 3-5-10 14-4-0 4-9-10 17-10-2 3-6-2 22-0-0 4-1-14 2-9-14 2-9-14 6-0-12 3-2-14 9-6-6 3-5-10 14-4-0 4-9-10 17-10-2 3-6-2 22-0-0 4-1-14 24-0-0 2-0-0 6-3-153-6-60-4-16-3-155.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-4], [3:0-2-0,0-1-8], [10:0-4-0,0-4-12], [12:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.89 0.63 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.49 0.08 (loc) 10-12 10-12 7 l/defl >819 >538 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 155 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 1-13,3-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 1 Row at midpt 1-14, 1-13, 3-13 REACTIONS. (size)14=0-3-4, 7=0-8-0 Max Horz 14=-396(LC 8) Max Uplift 14=-1436(LC 8), 7=-1255(LC 8) Max Grav 14=3143(LC 1), 7=2498(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-3038/1402, 1-2=-1270/578, 2-3=-1409/594, 3-4=-4169/1753, 4-5=-4941/2318, 5-6=-5296/2439, 6-7=-5694/2578 BOT CHORD 13-14=-116/398, 12-13=-1361/3817, 10-12=-2214/5460, 9-10=-2245/5228, 7-9=-2245/5228 WEBS 1-13=-1463/3216, 2-13=-184/358, 3-13=-4308/1942, 3-12=-1845/4304, 4-12=-2220/1191, 4-10=-627/173, 5-10=-677/1722, 6-10=-453/223 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1436, 7=1255. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 6-0-12 from the left end to connect truss(es) to front face of bottom chord. 9) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 7-10-8 oc max. starting at 8-0-12 from the left end to 15-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 100 lb up at 10-0-12, and 99 lb down and 96 lb up at 12-0-12, and 101 lb down and 110 lb up at 14-4-0 on top chord, and 198 lb down and 120 lb up at 10-0-12, and 198 lb down and 120 lb up at 12-0-12, and 182 lb down and 91 lb up at 14-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 "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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B03G Truss Type Roof Special Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572346 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:22 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-26oApn?cTi1GGrw7TVDZfHPgJN?cs_mZBtPfMzzekah LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-8=-60, 7-14=-20 Concentrated Loads (lb) Vert: 5=-27(F) 11=-198(F) 12=-2249(F) 10=-181(F) 17=-23(F) 18=-23(F) 19=-265(F) 20=-198(F) 21=-608(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B04 Truss Type Common Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572347 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:22 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-26oApn?cTi1GGrw7TVDZfHPo0N?NsA8ZBtPfMzzekah Scale = 1:39.5 1 2 3 4 5 6 9 8 7 3x4 3x4 4x4 3x4 1x4 3x4 1x4 3x4 7-6-10 7-6-10 14-5-6 6-10-13 22-0-0 7-6-10 5-9-14 5-9-14 11-0-0 5-2-2 16-2-2 5-2-2 22-0-0 5-9-14 24-0-0 2-0-0 0-4-14-11-10-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.33 0.58 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.19 0.05 (loc) 9-12 9-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-3-4, 5=0-8-0 Max Horz 1=-194(LC 6) Max Uplift 1=-414(LC 8), 5=-576(LC 8) Max Grav 1=875(LC 1), 5=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1748/852, 2-3=-1556/800, 3-4=-1533/766, 4-5=-1720/812 BOT CHORD 1-9=-644/1588, 7-9=-314/1048, 5-7=-599/1554 WEBS 3-7=-207/559, 4-7=-373/268, 3-9=-257/590, 2-9=-391/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=414, 5=576. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B05 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572348 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:23 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-WILY170EE097u?VK1DkoBVyxSnJIbdViQX9CuPzekag Scale = 1:39.3 1 2 3 4 5 6 7 10 9 8 4x4 4x8 4x4 3x4 3x4 1x4 3x8 1x4 4x4 9-0-0 9-0-0 13-0-0 4-0-0 22-0-0 9-0-0 4-9-14 4-9-14 9-0-0 4-2-2 13-0-0 4-0-0 17-2-2 4-2-2 22-0-0 4-9-14 24-0-0 2-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [1:0-1-10,Edge], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.73 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.34 0.05 (loc) 10-13 10-13 6 l/defl >999 >774 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-3-4, 6=0-8-0 Max Horz 1=-164(LC 6) Max Uplift 1=-414(LC 8), 6=-576(LC 8) Max Grav 1=875(LC 1), 6=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1782/895, 2-3=-1413/695, 3-4=-1255/673, 4-5=-1403/680, 5-6=-1747/843 BOT CHORD 1-10=-694/1631, 8-10=-411/1262, 6-8=-635/1590 WEBS 2-10=-455/312, 3-10=-99/340, 4-8=-71/333, 5-8=-422/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=414, 6=576. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B06 Truss Type Hip Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572349 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:24 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-?VvxET1t?JH_W94WbwF1kiV5iBh2K5vsfBulQrzekaf Scale = 1:39.2 1 2 3 4 5 6 9 8 7 16 3x4 4x6 4x6 3x4 3x4 3x4 3x4 3x4 7-0-0 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 7-0-0 7-0-0 11-0-0 4-0-0 15-0-0 4-0-0 22-0-0 7-0-0 24-0-0 2-0-0 0-4-13-3-10-4-13-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.63 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.20 0.05 (loc) 9-12 9-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-3-4, 5=0-8-0 Max Horz 1=-133(LC 6) Max Uplift 1=-414(LC 8), 5=-576(LC 8) Max Grav 1=875(LC 1), 5=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1667/781, 2-3=-1504/786, 3-4=-1479/751, 4-5=-1659/748 BOT CHORD 1-9=-556/1491, 7-9=-624/1612, 5-7=-520/1466 WEBS 2-9=-64/335, 3-9=-258/172, 3-7=-275/182, 4-7=-59/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=414, 5=576. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B07G Truss Type Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572350 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:25 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-ThTJSp2VldPr7Ifi9emGGw1Bbbzp3Td?treJzIzekae Scale = 1:39.2 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 23 24 25 26 27 28 3x6 4x8 4x8 4x4 3x4 1x4 3x8 1x4 3x4 1x4 3x6 5-0-0 5-0-0 11-0-0 6-0-0 17-0-0 6-0-0 22-0-0 5-0-0 2-9-14 2-9-14 5-0-0 2-2-2 11-0-0 6-0-0 17-0-0 6-0-0 19-2-2 2-2-2 22-0-0 2-9-14 24-0-0 2-0-0 0-4-12-5-10-4-12-5-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.86 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.39 0.09 (loc) 11 9-11 7 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. REACTIONS. (size)1=0-3-4, 7=0-8-0 Max Horz 1=-102(LC 6) Max Uplift 1=-609(LC 8), 7=-771(LC 8) Max Grav 1=1366(LC 29), 7=1485(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3100/1396, 2-3=-3028/1356, 3-4=-3920/1815, 4-5=-3920/1815, 5-6=-2988/1303, 6-7=-3021/1285 BOT CHORD 1-12=-1171/2893, 11-12=-1107/2878, 9-11=-1106/2783, 7-9=-1099/2726 WEBS 2-12=-220/271, 3-12=-34/420, 3-11=-592/1251, 4-11=-604/458, 5-11=-608/1273, 5-9=0/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=609, 7=771. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 229 lb up at 5-0-0, 132 lb down and 112 lb up at 7-0-12, 132 lb down and 112 lb up at 9-0-12, 132 lb down and 112 lb up at 11-0-0, 132 lb down and 112 lb up at 12-11-4, and 132 lb down and 112 lb up at 14-11-4, and 175 lb down and 229 lb up at 17-0-0 on top chord, and 254 lb down and 63 lb up at 5-0-0, 49 lb down at 7-0-12, 49 lb down at 9-0-12, 49 lb down at 11-0-0, 49 lb down at 12-11-4, and 49 lb down at 14-11-4, and 254 lb down and 63 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B07G Truss Type Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572350 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:25 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:YbAPvqSHKs9AIZvCnzSc1LzelCy-ThTJSp2VldPr7Ifi9emGGw1Bbbzp3Td?treJzIzekae LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 3=-67(B) 5=-67(B) 12=-138(B) 11=-33(B) 4=-60(B) 9=-138(B) 19=-60(B) 21=-60(B) 22=-60(B) 23=-60(B) 25=-33(B) 26=-33(B) 27=-33(B) 28=-33(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B08G Truss Type Flat Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572351 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:26 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-xt1hf827WxXilSEuiLHVp7aT9_HPorM96VNsVkzekad Scale = 1:31.1 1 2 3 6 5 478 3x8 3x8 7x8 4x6 1x4 4x6 HUS26 HUS26 HUS26 3-9-8 3-9-8 7-7-0 3-9-8 3-9-8 3-9-8 7-7-0 3-9-8 4-11-7Plate Offsets (X,Y)-- [5:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.96 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-12 oc bracing. REACTIONS. (size)6=0-7-0, 4=Mechanical Max Uplift 6=-842(LC 4), 4=-841(LC 4) Max Grav 6=2271(LC 1), 4=2269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1691/653, 1-2=-1247/459, 2-3=-1247/459, 3-4=-1691/653 WEBS 1-5=-747/2030, 3-5=-747/2030 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=842, 4=841. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-14 from the left end to 5-9-14 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1328(B) 7=-1344(B) 8=-1299(B) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss B09 Truss Type Flat Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572352 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:26 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-xt1hf827WxXilSEuiLHVp7aUF_Rjo1x96VNsVkzekad Scale = 1:25.6 1 2 3 6 5 4 3x4 3x4 3x4 3x4 1x4 1x4 3-9-8 3-9-8 7-7-0 3-9-8 3-9-8 3-9-8 7-7-0 3-9-8 4-1-7LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.38 0.37 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.00 (loc) 5 5 4 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 2-5: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-7-0, 4=Mechanical Max Uplift 6=-137(LC 4), 4=-137(LC 4) Max Grav 6=360(LC 13), 4=360(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=137, 4=137. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss C01G Truss Type Half Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572353 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:27 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-P4b3tU3lHEfZNcp5G2pkML7W4OiHXHzIL97Q1Azekac Scale = 1:35.0 1 2 3 4 5 6 9 8 7 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 10 4x8 3x8 4x6 4x6 3x4 1x4 1x4 3x8 3x12 3-9-14 3-9-14 7-0-0 3-2-2 10-9-7 3-9-7 12-6-4 1-8-13 18-2-9 5-8-4 -2-0-0 2-0-0 3-9-14 3-9-14 7-0-0 3-2-2 10-9-7 3-9-7 12-6-4 1-8-13 18-2-9 5-8-4 0-4-13-3-14-7-11-4-03-3-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-2], [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.60 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 0.31 -0.08 (loc) 9-13 9-13 10 l/defl >590 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2700F 2.2E WEBS 2x4 SP No.3 *Except* 6-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-15 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)2=0-8-0, 10=0-5-8 Max Horz 2=300(LC 7) Max Uplift 2=-1576(LC 8), 10=-1728(LC 5) Max Grav 2=1502(LC 1), 10=1652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2895/2927, 3-4=-2581/2676, 4-5=-2122/2259, 5-6=-2122/2259, 7-10=-1652/1728, 6-7=-1467/1474 BOT CHORD 2-9=-2856/2668, 8-9=-2590/2368 WEBS 3-9=-366/365, 4-9=-852/756, 4-8=-279/322, 5-8=-759/663, 6-8=-2400/2306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1576, 10=1728. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 127 lb up at 4-0-12, 18 lb down and 43 lb up at 6-0-12, 151 lb down and 188 lb up at 8-0-12, 151 lb down and 188 lb up at 10-0-12, 151 lb down and 188 lb up at 12-0-12, 151 lb down and 188 lb up at 14-0-12, and 151 lb down and 188 lb up at 16-0-12, and 140 lb down and 182 lb up at 17-7-4 on top chord, and 225 lb down and 293 lb up at 4-0-12, 212 lb down and 229 lb up at 6-0-12, 82 lb down and 91 lb up at 8-0-12, 82 lb down and 91 lb up at 10-0-12, 82 lb down and 91 lb up at 12-0-12, 82 lb down and 91 lb up at 14-0-12, and 82 lb down and 91 lb up at 16-0-12, and 95 lb down and 97 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss C01G Truss Type Half Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572353 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:27 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-P4b3tU3lHEfZNcp5G2pkML7W4OiHXHzIL97Q1Azekac LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 14=-51(F) 16=-121(F) 17=-121(F) 18=-121(F) 19=-121(F) 20=-121(F) 21=-140(F) 22=-225(F) 23=-212(F) 24=-59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) 29=-65(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss MV2 Truss Type Valley Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572354 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:28 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-tG9R4q4N2YnQ?mOHqmKzuYfv2oBSGxxRZpszZczekab Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=29(LC 8) Max Uplift 1=-18(LC 8), 2=-34(LC 8) Max Grav 1=52(LC 13), 2=42(LC 13), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss MV4 Truss Type Valley Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572355 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:28 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-tG9R4q4N2YnQ?mOHqmKzuYfrLo9vGxxRZpszZczekab Scale = 1:11.1 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=71(LC 8) Max Uplift 1=-45(LC 8), 3=-75(LC 8) Max Grav 1=127(LC 13), 3=134(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss MV6 Truss Type Valley Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572356 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:29 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-LSjqHA5?psvGcwyTOTrCRmCunCPR?NBboTcW63zekaa Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.81 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0 Max Horz 1=116(LC 8) Max Uplift 1=-74(LC 8), 3=-122(LC 8) Max Grav 1=208(LC 13), 3=220(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=122. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss MV6A Truss Type VALLEY Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572357 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:30 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-pfHCVW6da917E4XgxBMRzzl7OcsZkqpk17L4eVzekaZ Scale = 1:20.2 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 1x4 1x4 -2-0-0 2-0-0 5-10-8 5-10-8 0-10-103-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=5-10-8, 5=5-10-8, 6=5-10-8 Max Horz 7=201(LC 8) Max Uplift 7=-191(LC 8), 5=-61(LC 8), 6=-120(LC 8) Max Grav 7=278(LC 1), 5=105(LC 13), 6=232(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=191, 6=120. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss MV6B Truss Type Valley Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572358 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:30 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-pfHCVW6da917E4XgxBMRzzl3XclgkqRk17L4eVzekaZ Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 5-10-8 5-10-8 0-0-102-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.81 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-10-8, 3=5-10-8 Max Horz 1=116(LC 8) Max Uplift 1=-74(LC 8), 3=-122(LC 8) Max Grav 1=208(LC 13), 3=220(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=122. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss MV8 Truss Type Valley Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572359 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:31 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Hrqais6GLT9_sD6sVutgWBHLm?AATGZuGn5dAxzekaY Scale = 1:20.0 1 2 3 5 4 2x4 2x4 2x4 1x4 1x4 8-0-0 8-0-0 3-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=161(LC 8) Max Uplift 4=-72(LC 8), 5=-214(LC 8) Max Grav 1=91(LC 1), 4=130(LC 13), 5=384(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-295/241 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=214. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZCJ1 Truss Type Jack-Open Qty 14 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572360 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:31 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Hrqais6GLT9_sD6sVutgWBHJN?CNTHguGn5dAxzekaY Scale: 1.5"=1' 1 2 3 4 2x4 0-11-4 0-11-4 -2-0-0 2-0-0 0-11-4 0-11-4 0-4-10-8-125.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=90(LC 8) Max Uplift 3=-32(LC 1), 2=-346(LC 8), 4=-61(LC 1) Max Grav 3=60(LC 8), 2=287(LC 1), 4=104(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=346. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZCJ1A Truss Type Jack-Open Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572361 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:32 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-m1OywC7u6nHrTNh23cOv3OqbUPZcCkw1URqBjOzekaX Scale = 1:6.4 1 2 3 2x3 0-11-4 0-11-4 0-11-4 0-11-4 0-4-10-8-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.01 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 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=21(LC 8) Max Uplift 1=-13(LC 8), 2=-14(LC 8), 3=-9(LC 8) Max Grav 1=37(LC 13), 2=21(LC 13), 3=19(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZCJ3 Truss Type Jack-Open Qty 13 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572362 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:32 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-m1OywC7u6nHrTNh23cOv3OqU7PYICkw1URqBjOzekaX Scale = 1:12.2 1 2 3 4 2x4 2-11-4 2-11-4 -2-0-0 2-0-0 2-11-4 2-11-4 0-4-11-6-121-2-51-6-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=134(LC 8) Max Uplift 3=-32(LC 5), 2=-247(LC 8) Max Grav 3=62(LC 13), 2=277(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=247. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZCJ3A Truss Type Jack-Open Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572363 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:33 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-EDyK7Y8Wt4Pi5XGFdJv8bcNktptbxBAAj4akFqzekaW Scale = 1:10.6 1 2 3 2x3 2-11-4 2-11-4 2-11-4 2-11-4 0-4-11-6-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.16 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 = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-4, 2=Mechanical, 3=Mechanical Max Horz 1=65(LC 8) Max Uplift 1=-41(LC 8), 2=-60(LC 8), 3=-10(LC 8) Max Grav 1=117(LC 13), 2=80(LC 13), 3=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZCJ5 Truss Type Jack-Open Qty 8 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572364 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:33 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-EDyK7Y8Wt4Pi5XGFdJv8bcNf7pqMxBAAj4akFqzekaW Scale = 1:16.3 1 2 3 4 2x4 4-11-4 4-11-4 -2-0-0 2-0-0 4-11-4 4-11-4 0-4-12-4-122-0-52-4-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=180(LC 8) Max Uplift 3=-89(LC 8), 2=-251(LC 8) Max Grav 3=131(LC 13), 2=340(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=251. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ2 Truss Type Jack-Open Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572365 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 08:45:59 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-nvynAGvqpRQJrjIDzdo91ChlDahKj?g?LkAJeQzehtc Scale = 1:10.0 1 2 3 4 2x4 1-10-8 1-9-12 -2-0-0 2-0-0 1-10-8 1-10-8 0-4-11-1-70-9-01-1-75.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=6/Mechanical, 4=-0/Mechanical, 2=264/0-1-8 Max Horz 3=49(LC 8), 4=62(LC 8) Max Uplift 2=-287(LC 8) Max Grav 3=69(LC 8), 2=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 2. LOAD CASE(S) Standard March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ2A Truss Type Jack-Open Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572366 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:35 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Ac45YD9mPifQKrQdkkycg1S3FdZyP5gTAO3rJizekaU Scale = 1:8.4 1 2 32x3 1-10-7 1-10-7 1-10-7 1-10-7 0-4-11-1-70-9-01-1-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 3 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=173(LC 13), 3=-183(LC 13) Max Uplift 2=-71(LC 8) Max Grav 2=155(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ4 Truss Type Jack-Open Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572367 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:35 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Ac45YD9mPifQKrQdkkycg1S?ddX8P5gTAO3rJizekaU Scale = 1:14.4 1 2 3 4 2x4 4-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 0-4-12-0-11-7-102-0-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 8) Max Uplift 3=-77(LC 8), 2=-323(LC 8), 4=-60(LC 5) Max Grav 3=89(LC 1), 2=308(LC 1), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=323. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ5 Truss Type Jack-Open Qty 7 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572368 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:36 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-eoeTlZAOA?nHy??pIRTrDE_9N0ru8YwdP2oOs9zekaT Scale = 1:16.4 1 2 3 4 2x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=181(LC 8) Max Uplift 3=-91(LC 8), 2=-252(LC 8) Max Grav 3=133(LC 13), 2=342(LC 1), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=252. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ6 Truss Type Jack-Open Qty 28 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572369 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:36 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-eoeTlZAOA?nHy??pIRTrDE_5N0n48YwdP2oOs9zekaT Scale = 1:18.9 1 2 3 4 2x4 6-2-6 6-2-6 -2-0-0 2-0-0 6-2-6 6-2-6 0-4-12-11-02-6-102-11-05.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.13 0.00 (loc) 4-7 4-7 2 l/defl >999 >565 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=208(LC 8) Max Uplift 3=-123(LC 8), 2=-262(LC 8) Max Grav 3=173(LC 13), 2=385(LC 1), 4=108(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=123, 2=262. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ6A Truss Type Jack-Open Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572370 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:37 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-6?CrzvB0xJw8a8a0s9_4mSXHxQ8?t?9meiYyObzekaS Scale = 1:18.4 1 2 3 4 2x4 6-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 0-4-12-10-12-5-102-10-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.00 (loc) 4-7 4-7 3 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=204(LC 8) Max Uplift 3=-117(LC 8), 2=-260(LC 8) Max Grav 3=166(LC 13), 2=378(LC 1), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=117, 2=260. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ7 Truss Type Jack-Open Qty 6 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572371 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:37 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-6?CrzvB0xJw8a8a0s9_4mSXDTQ4Et?9meiYyObzekaS Scale = 1:20.6 1 2 3 43x3 7-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.96 0.82 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 0.23 -0.00 (loc) 4-7 4-7 3 l/defl >308 >370 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=226(LC 8) Max Uplift 3=-167(LC 8), 2=-406(LC 8), 4=-111(LC 8) Max Grav 3=182(LC 13), 2=415(LC 1), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=167, 2=406, 4=111. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ7A Truss Type Jack-Partial Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572372 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:38 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-aBmDAFCfid2?BI8CPsVJIf4QlqOycSdwtMHVw1zekaR Scale = 1:20.5 1 2 3 6 4 5 4x4 3x3 1x4 6-0-0 6-0-0 7-0-0 1-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 7-0-0 1-0-0 0-4-12-10-12-6-92-10-15.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.79 0.91 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.27 -0.06 (loc) 6-9 6-9 4 l/defl >260 >311 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=206(LC 8) Max Uplift 4=-21(LC 4), 2=-415(LC 8), 5=-248(LC 8) Max Grav 4=28(LC 1), 2=415(LC 1), 5=232(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=415, 5=248. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ7B Truss Type Jack-Open Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572373 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:39 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-2NJbObCHSwAspSjOza0YrtcimEuJLt735012SUzekaQ Scale = 1:17.6 1 2 3 7 6 11 4 12 5 2x4 4x8 1x4 1x4 4-0-0 4-0-0 7-0-0 3-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 7-0-0 3-0-0 0-4-12-0-11-8-92-0-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.27 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.01 (loc) 6-7 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-90(LC 4), 2=-494(LC 8), 5=-311(LC 5) Max Grav 4=111(LC 1), 2=458(LC 1), 5=262(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-437/449 BOT CHORD 2-7=-437/362, 6-7=-459/375 WEBS 3-7=-255/252, 3-6=-446/545 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=494, 5=311. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down and 235 lb up at 4-0-0, and 54 lb down and 94 lb up at 6-0-12 on top chord, and 192 lb down and 74 lb up at 4-0-0, and 29 lb down and 34 lb up at 6-0-12 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: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-57(B) 7=-29(B) 11=-33(B) 12=-19(B) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ8 Truss Type Jack-Partial Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572374 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:40 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Xat_bxDvDEIjRcIbXHXnN49s9e9e4LFCKgmc?wzekaP Scale = 1:21.7 1 2 3 6 4 54x4 2x4 1x4 7-8-0 7-8-0 -2-0-0 2-0-0 4-0-2 4-0-2 7-8-0 3-7-14 0-4-13-6-63-1-153-6-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.52 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.00 (loc) 6-9 6-9 5 l/defl >924 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-88(LC 8), 2=-278(LC 8), 5=-71(LC 8) Max Grav 4=96(LC 13), 2=440(LC 1), 5=216(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/105 BOT CHORD 2-6=-207/357 WEBS 3-6=-393/228 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=278. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ8A Truss Type Jack-Partial Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572375 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:40 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Xat_bxDvDEIjRcIbXHXnN49ske9X4L6CKgmc?wzekaP Scale = 1:20.4 1 2 5 3 43x4 2x4 1x4 7-7-0 7-7-0 3-11-2 3-11-2 7-7-0 3-7-14 0-4-73-6-63-1-153-6-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.44 0.52 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.00 (loc) 5-8 5-8 4 l/defl >935 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-7-0, 3=Mechanical, 4=Mechanical Max Horz 1=170(LC 8) Max Uplift 1=-107(LC 8), 3=-81(LC 8), 4=-100(LC 8) Max Grav 1=305(LC 13), 3=92(LC 13), 4=232(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/148 BOT CHORD 1-5=-260/385 WEBS 2-5=-425/286 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 1=107. 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. March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZEJ8B Truss Type Half Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572376 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:41 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-?mRMpHEX_YQZ2mtn5?30wIi0V1XwplrMZKW9XMzekaO Scale = 1:20.1 1 2 3 4 6 5 4x4 2x4 2x4 5x5 3x4 6-0-0 6-0-0 7-8-0 1-8-0 -2-0-0 2-0-0 6-0-0 6-0-0 7-8-0 1-8-0 0-4-12-10-15.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.38 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 0.00 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=206(LC 8) Max Uplift 5=-303(LC 8), 2=-329(LC 8) Max Grav 5=673(LC 29), 2=523(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-462/137, 3-4=-377/151, 4-5=-737/313 BOT CHORD 2-6=-163/388 WEBS 4-6=-317/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=303, 2=329. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 322 lb down and 306 lb up at 6-0-0 on top chord, and 343 lb down and 99 lb up at 6-0-0 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: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-154(F) 6=-269(F) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZHJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572377 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:42 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Ty?k0dF9lrYQgwSzeiaFTVE9GRxPYGPVn_Fi3ozekaN Scale = 1:11.9 1 2 3 8 4 3x4 3-2-5 3-2-5 -2-9-15 2-9-15 3-2-5 3-2-5 0-4-11-3-50-4-10-11-41-3-53.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=119(LC 8) Max Uplift 3=-29(LC 5), 2=-381(LC 8), 4=-10(LC 17) Max Grav 3=51(LC 28), 2=357(LC 1), 4=60(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=381. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 18 lb up at 1-4-15, and 58 lb down and 60 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=26(F=-11, B=37) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZHJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572378 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:42 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-Ty?k0dF9lrYQgwSzeiaFTVE9GRtvYGPVn_Fi3ozekaN Scale = 1:16.2 1 2 8 3 9 10 4 3x4 5-6-6 5-6-6 -2-9-15 2-9-15 3-0-11 3-0-11 5-6-6 2-5-11 0-4-11-11-100-4-11-7-81-11-103.54 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.12 0.00 (loc) 4-7 4-7 2 l/defl >646 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=157(LC 8) Max Uplift 3=-101(LC 8), 2=-485(LC 8), 4=-87(LC 5) Max Grav 3=138(LC 28), 2=415(LC 28), 4=103(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=101, 2=485. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 52 lb up at 4-2-15, and 101 lb down and 52 lb up at 4-2-15 on top chord, and 114 lb down and 60 lb up at 1-4-15, 114 lb down and 60 lb up at 1-4-15, and 89 lb down and 2 lb up at 4-2-15, and 89 lb down and 2 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=73(F=37, B=37) 10=4(F=2, B=2) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZHJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572379 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:43 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-x9Z6EyGnW9gHI31ACQ5U?jnK0rDBHiLf0e?GbFzekaM Scale = 1:18.2 1 2 3 6 10 4 11 12 5 3x4 2x4 1x4 6-11-6 6-11-6 -2-9-15 2-9-15 3-9-3 3-9-3 6-11-6 3-2-2 0-4-12-4-103.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.40 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.13 0.00 (loc) 6-9 6-9 5 l/defl >786 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=180(LC 8) Max Uplift 4=-79(LC 8), 2=-399(LC 8), 5=-36(LC 5) Max Grav 4=92(LC 17), 2=472(LC 28), 5=197(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/109 BOT CHORD 2-6=-158/400 WEBS 3-6=-424/167 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=399. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 52 lb up at 4-2-15, and 106 lb down and 52 lb up at 4-2-15 on top chord, and 58 lb down and 60 lb up at 1-4-15, 58 lb down and 60 lb up at 1-4-15, and 37 lb down and 2 lb up at 4-2-15, and 37 lb down and 2 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=73(F=37, B=37) 12=4(F=2, B=2) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZHJ6 Truss Type Diagonal Hip Girder Qty 3 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572380 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:44 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-PL7URIGPHTo8vDcMm7cjYwKVmFZk07doFIkp8hzekaL Scale = 1:21.8 1 2 3 7 6 11 12 4 13 14 15 53x4 3x4 1x4 2x4 4-7-5 4-7-5 8-7-10 4-0-5 -2-9-15 2-9-15 4-7-5 4-7-5 8-7-10 4-0-5 0-4-12-10-92-6-82-10-93.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.44 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.05 0.01 (loc) 7-10 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=207(LC 24) Max Uplift 4=-112(LC 8), 2=-427(LC 8), 5=-77(LC 8) Max Grav 4=139(LC 1), 2=562(LC 28), 5=312(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/196 BOT CHORD 2-7=-250/711, 6-7=-250/711 WEBS 3-6=-760/267 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=112, 2=427. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 52 lb up at 4-2-15, 106 lb down and 52 lb up at 4-2-15, and 149 lb down and 120 lb up at 7-0-14, and 149 lb down and 120 lb up at 7-0-14 on top chord, and 58 lb down and 60 lb up at 1-4-15, 58 lb down and 60 lb up at 1-4-15, 37 lb down and 2 lb up at 4-2-15, 37 lb down and 2 lb up at 4-2-15, and 46 lb down at 7-0-14, and 46 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-67(F=-33, B=-33) 13=73(F=37, B=37) 14=4(F=2, B=2) 15=-48(F=-24, B=-24) March 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J39286 Truss ZHJ6A Truss Type Diagonal Hip Girder Qty 1 Ply 1 J39286-Steve Alderman-Alderman Res. Job Reference (optional) T19572381 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Mar 3 04:41:45 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:erRJhY1j6VJmd1cRD05BnWzf_Ta-tXhteeH22mw?XNBYKq7z48sgVfvAlbDxUyUNg7zekaK Scale = 1:21.3 1 2 3 7 6 11 4 12 13 53x4 3x4 1x4 2x4 4-5-11 4-5-11 8-4-5 3-10-10 -2-9-15 2-9-15 4-5-11 4-5-11 8-4-5 3-10-10 0-4-12-9-102-5-82-9-103.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.43 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 7-10 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=202(LC 8) Max Uplift 4=-118(LC 8), 2=-424(LC 8), 5=-71(LC 8) Max Grav 4=148(LC 1), 2=548(LC 28), 5=309(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-741/182 BOT CHORD 2-7=-235/678, 6-7=-235/678 WEBS 3-6=-725/251 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.0psf; h=16ft; B=65ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=118, 2=424. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 52 lb up at 4-2-15, 106 lb down and 52 lb up at 4-2-15, and 145 lb down and 120 lb up at 7-0-14, and 145 lb down and 120 lb up at 7-0-14 on top chord, and 58 lb down and 60 lb up at 1-4-15, 58 lb down and 60 lb up at 1-4-15, 37 lb down and 2 lb up at 4-2-15, 37 lb down and 2 lb up at 4-2-15, and 47 lb down at 7-0-14, and 47 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=4(F=2, B=2) 11=-78(F=-39, B=-39) 12=73(F=37, B=37) 13=-52(F=-26, B=-26) March 3,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths