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HomeMy WebLinkAboutAPPROVED TRUSS CUTSHEETS(1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2721317-BELA-601 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 160 mph Roof Load: 55.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 18 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: BELA VISTA CONTRACTORS Project Name: . Model: . Subdivision: . Address: 601 NORTH 39TH STREET, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 30,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T23378144 A1 Date 3/30/212T23378145A23/30/213T23378146A33/30/214T23378147A43/30/215T23378148A53/30/216T23378149A63/30/217T23378150A73/30/218T23378151A83/30/219T23378152A93/30/2110T23378153A103/30/2111T23378154B13/30/2112T23378155B23/30/2113T23378156B33/30/2114T23378157CJ13/30/2115T23378158CJ33/30/2116T23378159CJ53/30/2117T23378160EJ73/30/2118T23378161HJ73/30/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A1 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378144 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:34:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-WYfubnoncLYAoGg1KokYVBhrg8lLOZGEpG2TIWzW45_ Scale = 1:114.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 5x6 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x12 MT20HS 5x12 7x10 5x8 8x14 MT20HS 7x10 6x12 MT20HS5x12 9-11-3 9-11-3 18-6-9 8-7-7 29-2-0 10-7-7 30-10-0 1-8-0 41-5-7 10-7-7 50-0-13 8-7-7 60-0-0 9-11-3 -2-0-0 2-0-0 7-9-5 7-9-5 14-2-14 6-5-9 22-8-7 8-5-9 29-2-0 6-5-9 30-10-0 1-8-0 37-3-9 6-5-9 45-9-2 8-5-9 52-2-11 6-5-9 60-0-0 7-9-5 62-0-0 2-0-0 0-6-110-2-110-6-110-2-114.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [8:0-5-8,0-3-0], [12:0-5-0,0-4-8], [18:0-7-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.52 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.74 -1.33 0.31 0.53 (loc) 17-18 17-18 13 17-18 l/defl >957 >536 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 439 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-4 oc bracing. WEBS 1 Row at midpt 6-19, 9-18, 8-19 REACTIONS. (size)13=0-8-0, 2=0-8-0 Max Horz 2=-212(LC 10) Max Uplift 13=-1029(LC 12), 2=-1029(LC 12) Max Grav 13=3535(LC 19), 2=3535(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8839/2974, 3-4=-8536/2894, 4-6=-7340/2590, 6-7=-5573/2098, 7-8=-5225/2051, 8-9=-5546/2093, 9-11=-7350/2589, 11-12=-8532/2888, 12-13=-8836/2969 BOT CHORD 2-22=-2670/8327, 20-22=-2390/7589, 19-20=-1909/6240, 18-19=-1426/5185, 17-18=-1919/6237, 15-17=-2402/7552, 13-15=-2680/8244 WEBS 3-22=-446/274, 4-22=-152/758, 7-19=-482/1390, 8-18=-455/1364, 4-20=-1100/497, 6-20=-310/1350, 6-19=-1656/746, 9-18=-1700/761, 9-17=-318/1376, 11-17=-1094/493, 11-15=-148/748, 12-15=-447/274, 8-19=-225/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 29-2-0, Exterior(2E) 29-2-0 to 30-10-0, Exterior(2R) 30-10-0 to 39-3-13, Interior(1) 39-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 13 and 1029 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A2 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378145 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-mqm8cUJlUYz4StSILK?elGzBnTRQz?iZiSzFIWzW44J Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 33 34 5x6 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x6 6x12 MT20HS 5x12 7x10 5x8 7x10 4x10 MT20HS 6x12 MT20HS5x12 9-11-3 9-11-3 18-6-9 8-7-7 27-2-0 8-7-7 32-10-0 5-8-0 41-5-7 8-7-7 50-0-13 8-7-7 60-0-0 9-11-3 -2-0-0 2-0-0 7-9-5 7-9-5 14-2-14 6-5-9 22-8-7 8-5-9 27-2-0 4-5-9 32-10-0 5-8-0 37-3-9 4-5-9 45-9-2 8-5-9 52-2-11 6-5-9 60-0-0 7-9-5 62-0-0 2-0-0 0-6-19-6-110-6-19-6-114.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [8:0-5-4,0-3-0], [12:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.52 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.71 -1.26 0.31 0.52 (loc) 17-18 17-18 13 18 l/defl >999 >566 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 433 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-4 oc bracing. WEBS 1 Row at midpt 6-20, 8-20, 9-18 REACTIONS. (size)13=0-8-0, 2=0-8-0 Max Horz 2=-199(LC 10) Max Uplift 13=-1029(LC 12), 2=-1029(LC 12) Max Grav 13=3548(LC 18), 2=3546(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8861/3065, 3-4=-8560/2989, 4-6=-7350/2692, 6-7=-5897/2305, 7-8=-5554/2225, 8-9=-5896/2289, 9-11=-7358/2679, 11-12=-8564/2976, 12-13=-8865/3052 BOT CHORD 2-23=-2755/8361, 21-23=-2494/7623, 20-21=-1985/6259, 18-20=-1637/5546, 17-18=-1987/6261, 15-17=-2496/7574, 13-15=-2758/8271 WEBS 3-23=-435/264, 4-23=-136/766, 4-21=-1116/516, 6-21=-340/1325, 6-20=-1473/686, 7-20=-482/1504, 8-20=-407/429, 8-18=-519/1562, 9-18=-1486/690, 9-17=-343/1333, 11-17=-1116/515, 11-15=-135/763, 12-15=-435/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 27-2-0, Exterior(2E) 27-2-0 to 32-10-0, Exterior(2R) 32-10-0 to 41-3-13, Interior(1) 41-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 13 and 1029 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A3 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378146 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-3Aho4tO8qis4oyUeFIdHXklO7Iqk6BpbJ2972czW44C Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 7x10 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x10 6x12 MT20HS 5x12 2x4 4x6 4x6 4x6 5x8 4x6 4x6 2x4 6x12 MT20HS 6x12 MT20HS 5x12 10-5-5 10-5-5 17-2-9 6-9-5 25-2-0 7-11-7 34-10-0 9-8-0 42-9-7 7-11-7 49-6-11 6-9-5 60-0-0 10-5-5 -2-0-0 2-0-0 10-5-5 10-5-5 17-2-9 6-9-5 25-2-0 7-11-7 34-10-0 9-8-0 42-9-7 7-11-7 49-6-11 6-9-5 60-0-0 10-5-5 62-0-0 2-0-0 0-6-18-10-110-6-18-10-114.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [5:0-5-4,0-3-8], [8:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.54 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -1.14 0.32 0.47 (loc) 14-16 14-16 9 16 l/defl >999 >626 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 414 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 3-5,6-8: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. WEBS 1 Row at midpt 3-17, 4-16, 5-14, 7-14, 8-13 REACTIONS. (size)9=0-8-0, 2=0-8-0 Max Horz 2=185(LC 11) Max Uplift 9=-1029(LC 12), 2=-1029(LC 12) Max Grav 9=3545(LC 18), 2=3551(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8770/3073, 3-4=-7615/2836, 4-5=-6285/2429, 5-6=-5882/2389, 6-7=-6270/2429, 7-8=-7598/2836, 8-9=-8754/3073 BOT CHORD 2-19=-2740/8261, 17-19=-2742/8254, 16-17=-2377/7191, 14-16=-1838/5892, 13-14=-2392/7127, 11-13=-2756/8147, 9-11=-2755/8154 WEBS 3-19=0/366, 3-17=-1202/412, 4-17=-124/814, 4-16=-1627/668, 5-16=-300/1338, 5-14=-480/487, 6-14=-289/1281, 7-14=-1624/668, 7-13=-124/813, 8-13=-1205/412, 8-11=0/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 25-2-0, Exterior(2R) 25-2-0 to 33-7-13, Interior(1) 33-7-13 to 34-10-0, Exterior(2R) 34-10-0 to 43-3-13, Interior(1) 43-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 9 and 1029 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A4 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378147 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-LWcRYGUXBrk571X_AGFwJDYYQ6DCFNJdweM_oizW445 Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 2526 27 28 29 30 31 32 33 34ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x12 6x12 MT20HS 2x4 8x14 MT20HS 2x4 2x4 6x12 MT20HS 5x12 12-2-14 12-2-14 23-2-0 10-11-2 30-0-0 6-10-0 36-10-0 6-10-0 47-9-2 10-11-2 60-0-0 12-2-14 -2-0-0 2-0-0 8-7-3 8-7-3 15-10-9 7-3-7 23-2-0 7-3-7 30-0-0 6-10-0 36-10-0 6-10-0 44-1-7 7-3-7 51-4-13 7-3-7 60-0-0 8-7-3 62-0-0 2-0-0 0-6-18-2-110-6-18-2-114.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [17:0-7-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.55 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.70 -1.25 0.32 0.54 (loc) 17 14-16 12 17 l/defl >999 >572 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 416 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 1 Row at midpt 5-18, 9-16 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=-172(LC 10) Max Uplift 2=-1029(LC 12), 12=-1029(LC 12) Max Grav 2=3566(LC 17), 12=3566(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8851/3156, 3-5=-8354/2965, 5-6=-6634/2509, 6-7=-6540/2577, 7-8=-6540/2577, 8-9=-6634/2509, 9-11=-8354/2965, 11-12=-8851/3156 BOT CHORD 2-20=-2837/8372, 18-20=-2472/7391, 17-18=-1937/6240, 16-17=-1952/6223, 14-16=-2487/7327, 12-14=-2852/8262 WEBS 3-20=-653/379, 5-20=-113/943, 5-18=-1445/665, 6-18=-306/1246, 6-17=-257/852, 7-17=-667/398, 8-17=-257/852, 8-16=-306/1246, 9-16=-1446/665, 9-14=-113/943, 11-14=-653/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 23-2-0, Exterior(2R) 23-2-0 to 31-7-13, Interior(1) 31-7-13 to 36-10-0, Exterior(2R) 36-10-0 to 45-3-13, Interior(1) 45-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 2 and 1029 lb uplift at joint 12. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A5 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378148 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-m5HaBIWQUm6g?UFZrPpdxrA5rKEEShe4ccafP1zW442 Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 2627 28 29 30 31ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x12 6x12 MT20HS 2x4 5x8 7x10 2x4 6x12 MT20HS 5x12 6x12 MT20HS 11-2-14 11-2-14 21-2-0 9-11-2 30-0-0 8-10-0 38-10-0 8-10-0 48-9-2 9-11-2 60-0-0 11-2-14 -2-0-0 2-0-0 7-11-3 7-11-3 14-6-9 6-7-7 21-2-0 6-7-7 30-0-0 8-10-0 38-10-0 8-10-0 45-5-7 6-7-7 52-0-13 6-7-7 60-0-0 7-11-3 62-0-0 2-0-0 0-6-17-6-110-6-17-6-114.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [7:0-5-0,0-4-8], [8:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.53 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.68 -1.23 0.32 0.53 (loc) 18-19 16-18 12 18 l/defl >999 >578 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 410 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 6-7,7-8: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. WEBS 1 Row at midpt 5-19, 9-16 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=158(LC 11) Max Uplift 2=-1029(LC 12), 12=-1029(LC 12) Max Grav 2=3541(LC 17), 12=3541(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8789/3160, 3-5=-8355/2995, 5-6=-6900/2594, 6-7=-7141/2767, 7-8=-7141/2767, 8-9=-6900/2594, 9-11=-8355/2995, 11-12=-8790/3160 BOT CHORD 2-21=-2845/8316, 19-21=-2532/7507, 18-19=-2050/6521, 16-18=-2065/6488, 14-16=-2547/7431, 12-14=-2860/8199 WEBS 3-21=-550/330, 5-21=-89/775, 5-19=-1245/602, 6-19=-273/1125, 6-18=-357/1185, 7-18=-896/510, 8-18=-357/1185, 8-16=-273/1125, 9-16=-1245/602, 9-14=-89/776, 11-14=-550/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 21-2-0, Exterior(2R) 21-2-0 to 29-7-13, Interior(1) 29-7-13 to 38-10-0, Exterior(2R) 38-10-0 to 47-3-13, Interior(1) 47-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 2 and 1029 lb uplift at joint 12. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A6 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378149 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-iUPKc_Yg?OMNEoPyypr50GFRz7w_wcZM4v3lTwzW440 Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 5x6 ST1.5x8 STP ST1.5x8 STP 6x8 7x10 6x8 5x6 5x12 6x12 MT20HS4x6 2x4 4x6 4x6 4x6 2x4 5x8 4x6 4x6 4x6 2x4 6x12 MT20HS 5x12 6x12 MT20HS 10-2-14 10-2-14 19-2-0 8-11-2 26-5-4 7-3-4 33-6-12 7-1-8 40-10-0 7-3-4 49-9-2 8-11-2 60-0-0 10-2-14 -2-0-0 2-0-0 7-3-3 7-3-3 13-2-9 5-11-7 19-2-0 5-11-7 26-5-4 7-3-4 33-6-12 7-1-8 40-10-0 7-3-4 46-9-7 5-11-7 52-8-13 5-11-7 60-0-0 7-3-3 62-0-0 2-0-0 0-6-16-10-110-6-16-10-114.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [7:0-5-0,0-4-8], [9:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.51 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.78 -1.41 0.33 0.61 (loc) 18-20 18-20 13 18-20 l/defl >907 >505 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 419 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. WEBS 1 Row at midpt 5-21, 7-18, 10-17 REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=-144(LC 10) Max Uplift 2=-1029(LC 12), 13=-1029(LC 12) Max Grav 2=3551(LC 17), 13=3548(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8836/3158, 3-5=-8467/3019, 5-6=-7223/2676, 6-7=-7728/2922, 7-8=-7711/2921, 8-9=-7712/2921, 9-10=-7215/2676, 10-12=-8458/3019, 12-13=-8827/3157 BOT CHORD 2-23=-2848/8347, 21-23=-2589/7706, 20-21=-2158/6849, 18-20=-2504/7738, 17-18=-2174/6794, 15-17=-2605/7613, 13-15=-2862/8231 WEBS 3-23=-434/278, 5-23=-62/641, 5-21=-1088/540, 6-21=-252/988, 6-20=-477/1468, 7-20=-841/390, 7-18=-281/234, 8-18=-661/406, 9-18=-475/1464, 9-17=-256/995, 10-17=-1087/540, 10-15=-61/640, 12-15=-434/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 19-2-0, Exterior(2R) 19-2-0 to 27-7-13, Interior(1) 27-7-13 to 40-10-0, Exterior(2R) 40-10-0 to 49-3-13, Interior(1) 49-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 2 and 1029 lb uplift at joint 13. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A7 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378150 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-bFfrRLbB3ctpjPjjBfw1B6Q5XlI1sRAy?X1ybhzW43y Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 7x10 ST1.5x8 STP ST1.5x8 STP 6x8 7x10 6x8 7x10 6x12 MT20HS 5x12 2x4 4x6 5x8 7x10 4x6 4x6 2x4 6x12 MT20HS 6x12 MT20HS 5x12 9-2-14 9-2-14 17-2-0 7-11-2 25-9-4 8-7-4 34-2-12 8-5-8 42-10-0 8-7-4 50-9-2 7-11-2 60-0-0 9-2-14 -2-0-0 2-0-0 9-2-14 9-2-14 17-2-0 7-11-2 25-9-4 8-7-4 34-2-12 8-5-8 42-10-0 8-7-4 50-9-2 7-11-2 60-0-0 9-2-14 62-0-0 2-0-0 0-6-16-2-110-6-16-2-114.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [4:0-5-8,0-3-8], [5:0-5-0,0-4-8], [6:0-5-0,0-4-8], [7:0-5-8,0-3-8], [8:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.79 -1.42 0.34 0.61 (loc) 14-16 14-16 9 14-16 l/defl >907 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 403 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 3-4,7-8,5-6: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-5 oc bracing. WEBS 1 Row at midpt 3-17, 4-16, 6-16, 7-14, 8-13 REACTIONS. (size)9=0-8-0, 2=0-8-0 Max Horz 2=-131(LC 10) Max Uplift 9=-1029(LC 12), 2=-1029(LC 12) Max Grav 9=3552(LC 18), 2=3548(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8830/3135, 3-4=-7576/2749, 4-5=-8556/3177, 5-6=-8555/3177, 6-7=-8578/3183, 7-8=-7586/2745, 8-9=-8844/3133 BOT CHORD 2-19=-2816/8328, 17-19=-2818/8321, 16-17=-2280/7171, 14-16=-2790/8592, 13-14=-2292/7122, 11-13=-2831/8236, 9-11=-2829/8242 WEBS 3-19=0/331, 3-17=-1258/582, 4-17=-149/824, 4-16=-634/1965, 5-16=-790/462, 6-16=-268/213, 6-14=-933/444, 7-14=-638/1969, 7-13=-146/817, 8-13=-1261/583, 8-11=0/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 17-2-0, Exterior(2R) 17-2-0 to 25-9-4, Interior(1) 25-9-4 to 42-10-0, Exterior(2R) 42-10-0 to 51-3-13, Interior(1) 51-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 9 and 1029 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A8 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378151 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Xdmbs1cRbE7Xyjs6J4yVGXVSCY_0KH_FSrW3gZzW43w Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 7x10 ST1.5x8 STP ST1.5x8 STP 6x8 7x10 6x8 7x10 8x14 MT20HS 5x12 2x4 8x14 MT20HS 4x6 8x14 MT20HS 2x4 7x10 4x6 2x4 5x12 8-2-14 8-2-14 15-2-0 6-11-2 22-7-14 7-5-14 30-0-0 7-4-2 37-4-2 7-4-2 44-10-0 7-5-14 51-9-2 6-11-2 60-0-0 8-2-14 -2-0-0 2-0-0 8-2-14 8-2-14 15-2-0 6-11-2 22-7-14 7-5-14 30-0-0 7-4-2 37-4-2 7-4-2 44-10-0 7-5-14 51-9-2 6-11-2 60-0-0 8-2-14 62-0-0 2-0-0 0-6-15-6-110-6-15-6-114.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [4:0-5-12,0-3-8], [5:0-5-0,0-4-8], [7:0-5-0,0-4-8], [8:0-5-12,0-3-8], [9:0-5-0,0-4-8], [13:0-7-0,0-4-8], [15:0-7-0,0-4-8], [17:0-7-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.47 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.92 -1.68 0.35 0.75 (loc) 15 15 10 15 l/defl >776 >423 n/a >945 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 408 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 4-5,7-8: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 4-16, 8-14 REACTIONS. (size)10=0-8-0, 2=0-8-0 Max Horz 2=117(LC 11) Max Uplift 10=-1029(LC 12), 2=-1029(LC 12) Max Grav 10=3480(LC 1), 2=3480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8583/3125, 3-4=-7619/2816, 4-5=-8923/3369, 5-6=-9483/3521, 6-7=-9483/3521, 7-8=-8923/3369, 8-9=-7619/2816, 9-10=-8583/3125 BOT CHORD 2-18=-2813/7983, 17-18=-2816/7981, 16-17=-2371/7147, 15-16=-3031/8954, 14-15=-3017/8954, 13-14=-2386/7147, 12-13=-2830/7981, 10-12=-2827/7983 WEBS 3-18=0/273, 3-17=-931/482, 4-17=-132/547, 4-16=-790/2365, 5-16=-1194/525, 5-15=-221/832, 6-15=-615/302, 7-15=-221/832, 7-14=-1194/525, 8-14=-790/2365, 8-13=-132/547, 9-13=-931/482, 9-12=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 15-2-0, Exterior(2R) 15-2-0 to 23-7-13, Interior(1) 23-7-13 to 44-10-0, Exterior(2R) 44-10-0 to 53-3-13, Interior(1) 53-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 10 and 1029 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A9 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T23378152 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-T0uMHjeh7rNFB10UQV_zLyaq8MeaoGcYv9?9kSzW43u Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 7x10 ST1.5x8 STP ST1.5x8 STP 7x10 4x10 MT20HS 7x10 7x10 5x12 6x12 MT20HS2x4 4x6 5x6 4x6 8x14 MT20HS 2x4 7x10 5x6 4x6 2x4 6x12 MT20HS 5x12 7-2-14 7-2-14 13-2-0 5-11-2 21-7-14 8-5-14 30-0-0 8-4-2 38-4-2 8-4-2 46-10-0 8-5-14 52-9-2 5-11-2 60-0-0 7-2-14 -2-0-0 2-0-0 7-2-14 7-2-14 13-2-0 5-11-2 21-7-14 8-5-14 30-0-0 8-4-2 38-4-2 8-4-2 46-10-0 8-5-14 52-9-2 5-11-2 60-0-0 7-2-14 62-0-0 2-0-0 0-6-14-10-110-6-14-10-114.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [4:0-6-4,0-3-8], [8:0-5-0,0-4-8], [9:0-6-4,0-3-8], [10:0-5-0,0-4-8], [17:0-7-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.53 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.02 -1.87 0.36 0.84 (loc) 17 17 11 17 l/defl >698 >381 n/a >851 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 401 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 4-6,8-9,6-8: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-18,5-17,8-17,9-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt 4-18, 9-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-104(LC 10) Max Uplift 2=-1029(LC 12), 11=-1029(LC 12) Max Grav 2=3480(LC 1), 11=3480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8565/3107, 3-4=-7912/2886, 4-5=-10101/3740, 5-7=-10940/3968, 7-8=-10940/3968, 8-9=-10088/3738, 9-10=-7913/2891, 10-11=-8565/3105 BOT CHORD 2-21=-2801/7968, 20-21=-2803/7967, 18-20=-2470/7446, 17-18=-3423/10101, 16-17=-3427/10128, 14-16=-2479/7448, 13-14=-2815/7966, 11-13=-2812/7967 WEBS 3-20=-594/369, 4-20=-101/486, 4-18=-1075/3188, 5-18=-1329/595, 5-17=-325/1116, 7-17=-712/346, 8-17=-312/1087, 8-16=-1322/592, 9-16=-1067/3170, 9-14=-100/485, 10-14=-592/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 13-2-0, Exterior(2R) 13-2-0 to 21-7-14, Interior(1) 21-7-14 to 46-10-0, Exterior(2R) 46-10-0 to 55-3-13, Interior(1) 55-3-13 to 62-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 2 and 1029 lb uplift at joint 11. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A10 Truss Type Hip Girder Qty 2 Ply 4 Job Reference (optional) T23378153 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-A7vsgh8znFC3njOcXOlMBJNubqf3hj5WUHZWoKzW44X Scale = 1:109.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 3435 36 37 38 39 4041 42 43 4445 46 47 48 7x10 ST1.5x8 STP ST1.5x8 STP 7x10 5x12 6x12 MT20HS3x6 5x6 8x10 8x14 MT20HS 2x4 7x10 5x6 3x6 6x12 MT20HS 5x12 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 6-5-8 6-5-8 11-2-0 4-8-8 17-6-8 6-4-8 23-9-4 6-2-12 30-0-0 6-2-12 36-2-12 6-2-12 42-5-8 6-2-12 48-10-0 6-4-8 53-6-8 4-8-8 60-0-0 6-5-8 -2-0-0 2-0-0 6-5-8 6-5-8 11-2-0 4-8-8 17-6-8 6-4-8 23-9-4 6-2-12 30-0-0 6-2-12 36-2-12 6-2-12 42-5-8 6-2-12 48-10-0 6-4-8 53-6-8 4-8-8 60-0-0 6-5-8 62-0-0 2-0-0 0-6-14-2-110-6-14-2-114.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8], [4:0-6-0,0-3-8], [6:0-5-0,0-4-8], [8:0-5-0,0-4-8], [10:0-6-0,0-3-8], [12:0-6-0,0-1-8], [19:0-7-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.53 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.01 -1.83 0.27 0.90 (loc) 19 19 12 19 l/defl >702 >389 n/a >795 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 1802 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-21,5-20,6-19,8-19,9-18,10-17: 2x4 SP No.2 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)2=0-8-0, 12=0-8-0 Max Horz 2=90(LC 7) Max Uplift 2=-3400(LC 8), 12=-3400(LC 8) Max Grav 2=10731(LC 1), 12=10731(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-29809/9167, 3-4=-29262/9154, 4-5=-37532/11840, 5-6=-43640/13778, 6-7=-45539/14379, 7-8=-45539/14379, 8-9=-43626/13772, 9-10=-37535/11841, 10-11=-29262/9154, 11-12=-29809/9167 BOT CHORD 2-24=-8533/28042, 23-24=-8533/28042, 21-23=-8529/27869, 20-21=-11604/37532, 19-20=-13541/43640, 18-19=-13559/43693, 17-18=-11605/37534, 15-17=-8529/27869, 14-15=-8533/28042, 12-14=-8533/28042 WEBS 3-24=-219/501, 3-23=-325/86, 4-23=-810/2848, 4-21=-3552/11298, 5-21=-4123/1363, 5-20=-2253/7207, 6-20=-1779/614, 6-19=-741/2320, 7-19=-503/259, 8-19=-728/2269, 8-18=-1774/611, 9-18=-2245/7188, 9-17=-4122/1363, 10-17=-3553/11301, 10-15=-810/2848, 11-15=-325/86, 11-14=-219/501 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 4x6 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss A10 Truss Type Hip Girder Qty 2 Ply 4 Job Reference (optional) T23378153 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:35:25 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-eKTEu19bYYKwOtzo45GbjWw3LE?IQALfjxJ3LmzW44W NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3400 lb uplift at joint 2 and 3400 lb uplift at joint 12. 12) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 25-10-8 oc max. starting at 7-0-12 from the left end to 52-11-4 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie LUS26 (4-10dx1 1/2 Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 23-10-8 oc max. starting at 9-0-12 from the left end to 50-11-4 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie LUS26 (4-10dx1 1/2 Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 19-10-8 oc max. starting at 11-0-12 from the left end to 34-11-4 to connect truss(es) to front face of bottom chord. 15) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 12-0-0 oc max. starting at 13-0-12 from the left end to 38-11-4 to connect truss(es) to front face of bottom chord. 16) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss) or equivalent at 15-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 17) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 9-10-8 oc max. starting at 23-0-12 from the left end to 48-11-4 to connect truss(es) to front face of bottom chord. 18) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 4-10=-90, 10-13=-90, 2-12=-20 Concentrated Loads (lb) Vert: 23=-543(F) 15=-543(F) 27=-1273(F) 28=-543(F) 29=-543(F) 30=-543(F) 31=-543(F) 32=-543(F) 33=-543(F) 34=-543(F) 35=-543(F) 36=-543(F) 37=-543(F) 38=-543(F) 39=-543(F) 40=-543(F) 41=-543(F) 42=-543(F) 43=-543(F) 44=-543(F) 45=-543(F) 46=-543(F) 47=-543(F) 48=-1273(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss B1 Truss Type Jack-Closed Qty 40 Ply 1 Job Reference (optional) T23378154 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-xCSkU3fJu9V6pBbh_CWCtA76cm1zXlmh8pljGuzW43t Scale = 1:26.2 1 2 3 4 6 5 7 8 2x4 ST1.5x8 STP 5x6 3x6 3x4 2x4 5-6-15 5-6-15 11-2-0 5-7-1 -2-0-0 2-0-0 5-6-15 5-6-15 11-2-0 5-7-1 0-6-14-2-114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.33 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.03 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 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 7-1-5 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=230(LC 12) Max Uplift 5=-173(LC 12), 2=-294(LC 12) Max Grav 5=563(LC 1), 2=829(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-984/453 BOT CHORD 2-6=-684/842, 5-6=-684/842 WEBS 3-5=-876/716 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 11-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 173 lb uplift at joint 5 and 294 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss B2 Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) T23378155 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-PP06iOfyfSdzRKAtYw1RQNfGa9JVGGfrNTUGpLzW43s Scale = 1:23.7 1 2 3 4 5 7 6 8 5x6 ST1.5x8 STP 3x6 3x8 2x4 3x8 3x4 9-0-0 9-0-0 11-2-0 2-2-0 -2-0-0 2-0-0 4-7-11 4-7-11 9-0-0 4-4-5 11-2-0 2-2-0 0-6-13-6-14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.63 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.01 0.02 (loc) 2-7 2-7 6 2-7 l/defl >999 >610 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=201(LC 12) Max Uplift 6=-164(LC 12), 2=-304(LC 12) Max Grav 6=563(LC 1), 2=829(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-983/615, 3-4=-414/160, 4-5=-317/210, 5-6=-595/409 BOT CHORD 2-7=-790/852 WEBS 3-7=-556/596, 4-7=-211/262, 5-7=-408/618 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 304 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss B3 Truss Type Half Hip Girder Qty 4 Ply 1 Job Reference (optional) T23378156 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-tbaUvkgaQmlq2Ul36dYgzbCMcZg5?cy_c7EqLnzW43r Scale = 1:22.5 1 2 3 4 6 5 7 8 3x4 ST1.5x8 STP 3x6 3x6 2x4 5x8 Special NAILED Special NAILED 7-0-0 7-0-0 11-2-0 4-2-0 -2-0-0 2-0-0 7-0-0 7-0-0 11-2-0 4-2-0 0-6-12-10-14.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.54 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.03 0.03 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=168(LC 21) Max Uplift 5=-357(LC 8), 2=-416(LC 8) Max Grav 5=1293(LC 1), 2=1193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1816/420, 4-5=-257/112 BOT CHORD 2-6=-438/1598, 5-6=-435/1630 WEBS 3-6=0/616, 3-5=-1860/493 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 5 and 416 lb uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 470 lb down and 400 lb up at 7-0-0 on top chord, and 411 lb down and 48 lb up at 7-0-0 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 2-5=-20 Concentrated Loads (lb) Vert: 6=-411(B) 3=-470(B) 7=-173(B) 8=-41(B) "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 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss CJ1 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T23378157 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Mn8s74hCB4tggeKGfL3vVoldNz8ikE98qnzNtDzW43q Scale = 1:7.7 1 2 3 4 5x6 ST1.5x8 STP 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-6-10-10-10-3-120-10-14.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=64(LC 12) Max Uplift 3=-182(LC 1), 2=-313(LC 12) Max Grav 3=146(LC 12), 2=467(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 182 lb uplift at joint 3 and 313 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss CJ3 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T23378158 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Mn8s74hCB4tggeKGfL3vVoldiz7fkE98qnzNtDzW43q Scale = 1:11.1 1 2 3 4 3x6 ST1.5x8 STP 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-6-11-6-10-11-121-6-14.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=96(LC 12) Max Uplift 3=-19(LC 9), 2=-253(LC 12) Max Grav 3=23(LC 17), 2=460(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 19 lb uplift at joint 3 and 253 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T23378159 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-q_hFKQiqxN?XIovSD2a820HoSNQ?ThPH3RjwPgzW43p Scale = 1:15.6 1 2 5 3 4 3x6 ST1.5x8 STP 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-6-12-2-11-7-122-2-14.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=129(LC 12) Max Uplift 3=-66(LC 12), 2=-245(LC 12) Max Grav 3=151(LC 1), 2=526(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 66 lb uplift at joint 3 and 245 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss EJ7 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T23378160 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-IAFdYmjSih7OvyUenm5NaDqx8nlLC8fQI5SUy6zW43o Scale = 1:19.1 1 2 5 6 3 4 3x6 ST1.5x8 STP 7-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 0-6-12-10-12-3-122-10-14.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.04 (loc) 2-4 2-4 3 2-4 l/defl >999 >598 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 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)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=162(LC 12) Max Uplift 3=-115(LC 12), 2=-256(LC 12) Max Grav 3=263(LC 1), 2=619(LC 1), 4=109(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 3-11-2, Interior(1) 3-11-2 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 115 lb uplift at joint 3 and 256 lb uplift at joint 2. March 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2721317-BELA-601 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T23378161 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Mar 29 12:36:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-mMp?l6j4T?FFX62qLTcc7RN4bA2uxTAaWlC1UYzW43n Scale = 1:23.3 1 2 3 7 6 5 8 4 3x4 2x4 3x4 3x8 4-11-8 4-11-8 9-10-1 4-10-9 -2-9-15 2-9-15 4-11-8 4-11-8 9-10-1 4-10-9 0-6-12-9-142.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.49 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.09 0.02 0.03 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 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, 6=Mechanical Max Horz 2=186(LC 8) Max Uplift 4=-203(LC 8), 2=-320(LC 8), 6=-27(LC 8) Max Grav 4=424(LC 1), 2=761(LC 1), 6=398(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/130 BOT CHORD 2-7=-243/1096, 6-7=-243/1096 WEBS 3-6=-1135/252 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) N/A 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 203 lb uplift at joint 4, 320 lb uplift at joint 2 and 27 lb uplift at joint 6. 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-90 Trapezoidal Loads (plf) Vert: 8=0(F=45, B=45)-to-4=-221(F=-66, B=-66), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) March 30,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths