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HomeMy WebLinkAboutTRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2524706 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 74 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: GROZA BLDRS Project Name: WELLS Model: . Subdivision: . Address: BROCKSMITH RD, . 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: December 8,2020 Finn, Walter The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T22103276 A2 Date 12/8/202T22103277A312/8/203T22103278A412/8/204T22103279A512/8/205T22103280A612/8/206T22103281A712/8/207T22103282A812/8/208T22103283A912/8/209T22103284A1012/8/2010T22103285A1112/8/2011T22103286A1212/8/2012T22103287A1312/8/2013T22103288A1412/8/2014T22103289A1512/8/2015T22103290A1612/8/2016T22103291A1712/8/2017T22103292B112/8/2018T22103293B212/8/2019T22103294B312/8/2020T22103295B412/8/2021T22103296B512/8/2022T22103297B612/8/20 No.Seal#Truss Name 23 T22103298 B7 Date 12/8/2024T22103299B812/8/2025T22103300C112/8/2026T22103301C212/8/2027T22103302C312/8/2028T22103303C412/8/2029T22103304C512/8/2030T22103305C612/8/2031T22103306C712/8/2032T22103307C812/8/2033T22103308CJ112/8/2034T22103309CJ212/8/2035T22103310CJ312/8/2036T22103311CJ412/8/2037T22103312CJ512/8/2038T22103313CJ612/8/2039T22103314CJ2112/8/2040T22103315CJ3112/8/2041T22103316CJ5112/8/2042T22103317D112/8/2043T22103318D212/8/2044T22103319D312/8/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2524706 - 2 of 2 Site Information: Lot/Block: . Customer Info: GROZA BLDRS Project Name: WELLS Model: . Subdivision: . Address: BROCKSMITH RD, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T22103320 D4 Date 12/8/2046T22103321D512/8/2047T22103322EJ312/8/2048T22103323EJ712/8/2049T22103324EJ3112/8/2050T22103325EJ3212/8/2051T22103326G112/8/2052T22103327G212/8/2053T22103328G312/8/2054T22103329HJ312/8/2055T22103330HJ712/8/2056T22103331HJ1112/8/2057T22103332HJ2112/8/2058T22103333K112/8/2059T22103334L112/8/2060T22103335L212/8/2061T22103336M112/8/2062T22103337M212/8/2063T22103338N112/8/2064T22103339N212/8/2065T22103340V112/8/2066T22103341V212/8/2067T22103342V312/8/2068T22103343V412/8/2069T22103344V512/8/2070T22103345V612/8/2071T22103346V712/8/2072T22103347V812/8/2073T22103348V912/8/2074T22103349V1012/8/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103276 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-sQe5vlZHpWpBANS5g_fmGzPg9GLFtGEawC0XngyBGDf Scale = 1:68.1 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 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 5x6 3x6 4x6 3x6 3x8 2x4 4x6 2x4 6x8 3x8 3x6 3x4 3x4 5x6 2x4 5-9-14 5-9-14 10-8-0 4-10-2 11-0-0 0-4-0 13-8-0 2-8-0 16-10-8 3-2-8 23-6-1 6-7-9 29-11-15 6-5-13 36-7-8 6-7-9 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 13-8-0 2-8-0 15-8-0 2-0-0 16-10-8 1-2-8 23-6-1 6-7-9 29-11-15 6-5-13 36-7-8 6-7-9 0-4-16-0-66-6-74-6-72-0-06-6-75.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-3-0,0-3-0], [5:0-3-0,0-2-4], [7:0-3-0,0-2-4], [14:0-3-0,0-3-0], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.59 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.19 -0.01 0.11 (loc) 14 14-15 12 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. Except: 3-11-0 oc bracing: 16-17 WEBS 1 Row at midpt 11-13 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)12=Mechanical, 2=0-8-0, 17=0-8-0 Max Horz 2=413(LC 12) Max Uplift 12=-518(LC 12), 2=-199(LC 12), 17=-859(LC 12) Max Grav 12=1142(LC 1), 2=530(LC 17), 17=1720(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/27, 3-4=-316/196, 5-6=-1258/746, 6-7=-1281/753, 7-8=-1272/781, 8-10=-1774/1075, 10-11=-1379/818, 11-12=-1082/727 BOT CHORD 2-18=-348/543, 17-18=-349/537, 16-17=-1377/1018, 4-16=-301/358, 15-16=-472/716, 14-15=-1083/1779, 13-14=-818/1379 WEBS 3-18=0/253, 3-17=-699/446, 5-19=-504/889, 15-19=-417/739, 11-13=-952/1613, 8-15=-607/360, 10-13=-749/597, 10-14=-330/475, 5-16=-1363/884 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-8-0, Exterior(2) 13-8-0 to 15-8-0, Interior(1) 15-8-0 to 16-10-8, Exterior(2) 16-10-8 to 22-10-8, Interior(1) 22-10-8 to 36-5-12 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 518 lb uplift at joint 12, 199 lb uplift at joint 2 and 859 lb uplift at joint 17. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103277 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:09 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-LcCU65avapx1oX1HEhA?pAyo0gdocoXj9rm5K6yBGDe Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 3x6 4x6 3x4 4x6 3x4 2x4 3x6 3x4 2x4 6x8 4x6 3x4 5x8 5x12 3x4 5x8 4x6 5-9-14 5-9-14 10-8-0 4-10-2 11-0-0 0-4-0 13-2-0 2-2-0 18-10-8 5-8-8 27-1-0 8-2-8 31-11-4 4-10-4 36-7-8 4-8-4 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 11-8-0 0-8-0 13-2-0 1-6-0 13-8-0 0-6-0 18-10-8 5-2-8 27-1-0 8-2-8 31-11-4 4-10-4 36-7-8 4-8-4 0-4-15-2-67-4-75-4-72-0-01-0-02-0-01-0-01-0-07-4-75.00 12 Plate Offsets (X,Y)-- [2:0-6-2,0-0-4], [5:0-3-0,0-2-4], [8:0-5-12,0-2-8], [16:0-4-8,0-2-0], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.89 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.34 0.05 0.11 (loc) 16-17 16-17 13 16-17 l/defl >999 >908 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-5 oc bracing. Except: 3-6-0 oc bracing: 20-21 REACTIONS. (size)2=0-8-0, 13=Mechanical, 21=0-8-0 Max Horz 2=464(LC 12) Max Uplift 2=-151(LC 12), 13=-511(LC 12), 21=-912(LC 12) Max Grav 2=470(LC 17), 13=1121(LC 1), 21=1822(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-454/0, 3-4=-494/347, 4-5=-397/350, 5-6=-499/165, 6-7=-760/312, 7-8=-1684/926, 8-9=-1712/1044, 9-11=-1659/1009, 11-12=-846/519, 12-13=-1079/720 BOT CHORD 2-22=-288/431, 21-22=-288/431, 20-21=-1487/1142, 4-20=-332/400, 18-19=-886/577, 6-18=-244/306, 17-18=-761/1139, 16-17=-942/1498, 9-16=-526/487 WEBS 3-22=0/265, 3-21=-705/464, 5-20=-1223/799, 5-19=-626/1000, 7-18=-1200/898, 7-17=-231/379, 8-16=-198/257, 14-16=-438/785, 11-16=-679/1076, 11-14=-997/724, 12-14=-765/1250 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-8-0, Exterior(2) 11-8-0 to 13-8-0, Interior(1) 13-8-0 to 18-10-8, Exterior(2) 18-10-8 to 24-10-8, Interior(1) 24-10-8 to 36-5-12 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2, 511 lb uplift at joint 13 and 912 lb uplift at joint 21. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103278 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:11 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-H?JEXncA6RBl1qBgM6CTub15CTJ24jW0c9FCO?yBGDc Scale = 1:76.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 4x6 3x6 3x6 4x10 MT20HS 4x6 6x12 MT20HS 3x6 2x4 3x4 3x6 6x8 2x4 4x6 4x6 5x8 5x12 5x8 9-8-0 9-8-0 10-8-0 1-0-0 11-0-0 0-4-0 13-2-0 2-2-0 20-10-8 7-8-8 27-1-0 6-2-8 34-9-8 7-8-8 36-7-8 1-10-0 -1-0-0 1-0-0 5-1-6 5-1-6 9-8-0 4-6-10 11-0-0 1-4-0 11-8-0 0-8-0 13-2-0 1-6-0 20-10-8 7-8-8 27-1-0 6-2-8 34-9-8 7-8-8 36-7-8 1-10-0 0-4-14-4-68-2-75-5-42-0-01-0-02-0-01-0-01-0-08-2-75.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-5-12,0-2-8], [10:0-5-12,0-2-8], [15:0-4-0,0-2-0], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.84 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.41 0.07 0.11 (loc) 2-21 2-21 12 16-17 l/defl >652 >302 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 227 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-18: 2x4 SP No.1, 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. Except: 3-3-0 oc bracing: 19-20 WEBS 1 Row at midpt 10-15 REACTIONS. (size)2=0-8-0, 20=0-8-0, 12=Mechanical Max Horz 2=471(LC 12) Max Uplift 2=-150(LC 12), 20=-912(LC 12), 12=-513(LC 12) Max Grav 2=446(LC 21), 20=1876(LC 17), 12=1114(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-389/0, 3-4=-453/304, 4-5=-335/230, 5-6=-463/430, 6-7=-632/198, 7-8=-1598/924, 8-9=-1382/959, 9-10=-1386/973, 10-11=-350/229, 11-12=-1143/711 BOT CHORD 2-21=-451/420, 19-20=-1939/1134, 5-19=-1284/781, 17-18=-945/750, 7-17=-878/790, 16-17=-854/1170, 15-16=-900/1369, 9-15=-556/500 WEBS 3-21=-626/589, 4-21=-29/556, 6-19=-767/431, 6-18=-904/1189, 7-16=-116/399, 8-16=0/280, 13-15=-214/271, 10-15=-836/1255, 10-13=-917/754, 11-13=-664/1076 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-11-2, Interior(1) 4-11-2 to 9-8-0, Exterior(2) 9-8-0 to 11-8-0, Interior(1) 11-8-0 to 20-10-8, Exterior(2) 20-10-8 to 26-10-8, Interior(1) 26-10-8 to 34-9-8, Exterior(2) 34-9-8 to 36-5-12 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 2, 912 lb uplift at joint 20 and 513 lb uplift at joint 12. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103279 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-lBtcl7cotkJcf_msvpjiQpaJBtd?p8?9rp_lwRyBGDb Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x8 3x8 4x6 3x4 4x6 5x6 4x6 2x4 3x6 3x4 4x6 3x8 7x10 5x8 4x6 6x8 4x6 7-8-0 7-8-0 9-8-0 2-0-0 10-8-0 1-0-0 11-0-0 0-4-0 13-2-0 2-2-0 22-10-8 9-8-8 27-1-0 4-2-8 32-9-8 5-8-8 36-7-8 3-10-0 -1-0-0 1-0-0 7-8-0 7-8-0 9-8-0 2-0-0 11-0-0 1-4-0 13-2-0 2-2-0 18-0-4 4-10-4 22-10-8 4-10-4 27-1-0 4-2-8 32-9-8 5-8-8 36-7-8 3-10-0 0-4-13-6-69-0-75-5-42-0-01-0-02-0-01-0-01-0-09-0-75.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:0-5-12,0-2-8], [15:0-5-8,0-4-0], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.99 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.62 0.08 0.13 (loc) 16-17 16-17 12 16-17 l/defl >999 >498 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-18: 2x4 SP No.1, 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-4-0 oc bracing: 19-20 REACTIONS. (size)2=0-8-0, 12=Mechanical, 20=0-8-0 Max Horz 2=471(LC 12) Max Uplift 2=-184(LC 12), 12=-523(LC 12), 20=-867(LC 12) Max Grav 2=496(LC 21), 12=1128(LC 1), 20=1836(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/5, 3-4=-256/15, 4-5=-446/431, 5-6=-774/310, 6-7=-1273/681, 7-8=-1436/961, 8-9=-1261/963, 9-10=-1206/955, 10-11=-651/475, 11-12=-1097/801 BOT CHORD 2-21=-298/300, 19-20=-1694/1061, 5-19=-1703/1095, 18-19=-386/218, 17-18=-703/474, 6-17=-346/255, 16-17=-1129/1568, 15-16=-818/1205, 9-15=-480/380 WEBS 3-21=-390/495, 7-16=-363/373, 8-16=-80/295, 13-15=-362/490, 10-15=-654/945, 10-13=-750/628, 11-13=-610/932, 4-21=-610/739, 7-17=-459/473, 5-18=-839/1310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-8-0, Exterior(2) 7-8-0 to 9-8-0, Interior(1) 9-8-0 to 22-10-8, Exterior(2) 22-10-8 to 28-10-8, Interior(1) 28-10-8 to 32-9-8, Exterior(2) 32-9-8 to 36-5-12 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) 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 184 lb uplift at joint 2, 523 lb uplift at joint 12 and 867 lb uplift at joint 20. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103280 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:14 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-ha?MAoe2PMZKuIwF1EmAWEfgshKQH2PSJ7Ts?JyBGDZ Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1324 25 26 27 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 3x6 4x6 3x6 5x8 3x6 2x4 2x4 3x6 3x4 6x8 4x6 3x4 3x4 3x4 5x8 5x12 3x8 4x6 5-8-0 5-8-0 7-8-0 2-0-0 10-4-0 2-8-0 11-0-0 0-8-0 13-2-0 2-2-0 19-0-4 5-10-4 24-10-8 5-10-4 27-1-0 2-2-8 30-9-8 3-8-8 36-7-8 5-10-0 -1-0-0 1-0-0 5-8-0 5-8-0 7-8-0 2-0-0 11-0-0 3-4-0 13-2-0 2-2-0 19-0-4 5-10-4 24-10-8 5-10-4 27-1-0 2-2-8 30-9-8 3-8-8 36-7-8 5-10-0 0-4-12-8-69-10-75-5-42-0-01-0-02-0-01-0-01-0-09-10-75.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0], [3:0-3-0,0-2-4], [9:0-5-12,0-2-8], [11:0-5-12,0-2-8], [16:0-4-12,0-2-0], [22:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.86 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.19 0.07 0.12 (loc) 18-19 18-19 13 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-20: 2x4 SP No.1, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. Except: 3-8-0 oc bracing: 21-22 REACTIONS. (size)2=0-8-0, 13=Mechanical, 22=0-8-0 Max Horz 2=471(LC 12) Max Uplift 2=-171(LC 12), 13=-521(LC 12), 22=-883(LC 12) Max Grav 2=484(LC 21), 13=1129(LC 1), 22=1872(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/28, 3-4=-404/88, 4-5=-446/456, 5-6=-789/305, 6-8=-1730/1068, 8-9=-1260/923, 9-10=-1003/883, 10-11=-1001/881, 11-12=-819/616, 12-13=-1074/838 BOT CHORD 2-23=-369/438, 21-22=-1587/991, 5-21=-1589/1019, 20-21=-408/255, 19-20=-745/488, 6-19=-703/521, 18-19=-747/1236, 17-18=-1069/1631, 16-17=-733/1118 WEBS 3-23=-206/325, 4-22=-428/302, 5-20=-860/1385, 6-18=-334/414, 8-17=-635/413, 9-17=-188/459, 9-16=-338/180, 14-16=-433/655, 11-16=-473/746, 11-14=-669/577, 12-14=-585/893, 4-23=-399/472 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-8-0, Exterior(2) 5-8-0 to 7-8-0, Interior(1) 7-8-0 to 24-10-8, Exterior(2) 24-10-8 to 36-5-12 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) 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 171 lb uplift at joint 2, 521 lb uplift at joint 13 and 883 lb uplift at joint 22. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103281 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:15 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-9mZlN8fgAfhBWSVRbyHP2RCpY4fP0UgbXnDPXmyBGDY Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 5x6 3x6 4x6 3x6 5x8 3x6 6x8 3x4 4x6 2x4 2x4 6x8 5x8 6x8 5x6 3-8-0 3-8-0 5-8-0 2-0-0 10-4-0 4-8-0 11-0-0 0-8-0 13-2-0 2-2-0 20-0-4 6-10-4 27-1-0 7-0-12 28-9-8 1-8-8 32-10-0 4-0-8 36-7-8 3-9-8 -1-0-0 1-0-0 3-8-0 3-8-0 5-8-0 2-0-0 11-0-0 5-4-0 13-2-0 2-2-0 20-0-4 6-10-4 26-10-8 6-10-4 27-1-0 0-2-8 28-9-8 1-8-8 32-10-0 4-0-8 36-7-8 3-9-8 0-4-11-10-610-8-75-5-42-0-01-0-02-0-01-0-010-8-75.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [9:0-3-0,0-2-4], [11:0-2-12,0-2-4], [15:0-2-0,0-2-8], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.94 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.50 0.06 0.13 (loc) 15-16 15-16 12 16-17 l/defl >999 >619 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-18: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-6-0 oc bracing: 19-20 WEBS 1 Row at midpt 10-13, 11-12, 9-16 REACTIONS. (size)2=0-8-0, 12=Mechanical, 20=0-8-0 Max Horz 2=471(LC 12) Max Uplift 2=-164(LC 12), 12=-509(LC 12), 20=-888(LC 12) Max Grav 2=480(LC 21), 12=1146(LC 1), 20=1963(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-675/65, 3-4=-569/97, 4-5=-465/501, 5-6=-790/272, 6-8=-1839/970, 8-9=-1920/1222, 9-10=-900/782, 10-11=-1082/726, 11-12=-1064/818 BOT CHORD 2-21=-409/597, 20-21=-286/458, 19-20=-1716/995, 5-19=-1719/1021, 18-19=-442/270, 17-18=-799/470, 6-17=-768/500, 16-17=-702/1329, 15-16=-564/1034 WEBS 5-18=-825/1482, 6-16=-268/445, 8-16=-628/585, 4-21=-193/254, 4-20=-654/415, 9-16=-589/1073, 9-15=-390/226, 11-15=-549/1034 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-8-0, Interior(1) 5-8-0 to 26-10-8, Exterior(2) 26-10-8 to 34-9-8, Interior(1) 34-9-8 to 36-5-12 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) 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, 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 164 lb uplift at joint 2, 509 lb uplift at joint 12 and 888 lb uplift at joint 20. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A8 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T22103282 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-69hVoqgwiHxvlleqiNJt7sHAouNtUR_u?5iWceyBGDW Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 5x6 3x6 4x6 4x6 2x4 4x6 4x6 6x8 3x4 5x12 2x4 7x10 5x6 5x8 4x6 3x4 6x8 Special 1-8-0 1-8-0 3-8-0 2-0-0 7-8-6 4-0-6 10-4-0 2-7-10 11-0-0 0-8-0 13-2-0 2-2-0 20-1-0 6-11-0 27-1-0 7-0-0 28-8-0 1-7-0 36-7-8 7-11-8 -1-0-0 1-0-0 1-8-0 1-8-0 3-8-0 2-0-0 7-8-6 4-0-6 11-0-0 3-3-10 13-2-0 2-2-0 20-1-0 6-11-0 27-0-0 6-11-0 28-8-0 1-8-0 32-9-4 4-1-4 36-7-8 3-10-4 0-4-11-0-610-9-15-5-42-0-01-0-02-0-01-0-01-0-010-9-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [10:0-3-0,0-2-4], [11:0-3-0,0-2-4], [14:0-3-0,0-0-0], [16:0-4-12,Edge], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.81 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.36 -0.02 0.10 (loc) 16-17 16-17 13 17 l/defl >999 >854 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-19,11-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-1-0 oc bracing: 20-21 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 10-17 REACTIONS. (size)2=0-8-0, 13=Mechanical, 21=0-8-0 Max Horz 2=466(LC 8) Max Uplift 2=-233(LC 8), 13=-517(LC 32), 21=-865(LC 8) Max Grav 2=475(LC 36), 13=1155(LC 21), 21=1935(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-685/113, 3-4=-1122/110, 4-5=-456/114, 5-6=-348/435, 6-7=-1469/552, 7-9=-1869/738, 9-10=-1950/945, 10-11=-923/549, 11-12=-1114/504, 12-13=-1082/556 BOT CHORD 2-23=-440/680, 22-23=-415/1073, 21-22=-141/290, 20-21=-1570/717, 6-20=-1318/626, 7-18=-544/318, 17-18=-780/1661, 16-17=-384/1052 WEBS 3-23=-9/573, 18-20=-437/207, 6-18=-854/1887, 9-17=-633/470, 12-16=-386/1069, 10-17=-515/1088, 10-16=-385/199, 5-22=-28/310, 5-21=-596/273, 4-22=-795/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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, 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 233 lb uplift at joint 2, 517 lb uplift at joint 13 and 865 lb uplift at joint 21. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 68 lb up at 1-8-0 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 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-10=-70, 10-11=-70, 11-12=-70, 2-21=-20, 19-20=-20, 16-18=-20, 14-15=-20, 13-14=-20 Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A8 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T22103282 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:17 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-69hVoqgwiHxvlleqiNJt7sHAouNtUR_u?5iWceyBGDW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 24=34(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A9 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22103283 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-aLEt?AhZTa3mNvD0G4q6g4qMyIl7Dr?2DlR385yBGDV Scale = 1:70.4 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 5x6 ST1.5x8 STP 5x6 5x8 3x4 3x8 2x4 3x6 2x4 2x4 3x6 3x4 2x4 5x8 4x12 3x8 2x4 5x12 3x8 4x6 4-10-8 4-10-8 8-9-4 3-10-12 9-0-0 0-2-12 11-2-0 2-2-0 17-1-0 5-11-0 23-0-0 5-11-0 25-1-0 2-1-0 28-8-0 3-7-0 34-7-8 5-11-8 -1-0-0 1-0-0 4-10-8 4-10-8 9-0-0 4-1-8 11-2-0 2-2-0 17-1-0 5-11-0 23-0-0 5-11-0 25-1-0 2-1-0 28-8-0 3-7-0 34-7-8 5-11-8 0-4-19-11-15-5-42-0-01-0-02-0-01-0-01-0-09-11-15.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-3-0], [6:0-3-0,0-2-4], [8:0-5-12,0-2-8], [13:0-5-0,0-2-0], [17:0-3-0,0-1-8], [18:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.68 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.03 0.08 (loc) 13-14 13-14 10 13-14 l/defl >999 >991 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-18: 2x8 SP 2400F 2.0E, 4-16,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 10=Mechanical, 18=0-2-12 Max Horz 1=436(LC 12) Max Uplift 10=-508(LC 12), 18=-939(LC 12) Max Grav 1=189(LC 21), 10=1098(LC 1), 18=2012(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/212, 2-3=-626/712, 3-4=-774/379, 4-5=-1679/1048, 5-6=-1746/1298, 6-7=-1001/878, 7-8=-995/877, 8-9=-802/624, 9-10=-1042/841 BOT CHORD 17-18=-1707/1089, 3-17=-1201/807, 4-15=-859/610, 14-15=-636/926, 13-14=-735/1110 WEBS 2-18=-605/481, 15-17=-907/556, 3-15=-1117/1723, 4-14=-450/697, 5-14=-539/589, 11-13=-419/772, 8-13=-461/798, 8-11=-688/573, 9-11=-584/881, 6-14=-503/734 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 23-0-0, Exterior(2) 23-0-0 to 34-5-12 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) 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, 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 at joint(s) 18. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 lb uplift at joint 10 and 939 lb uplift at joint 18. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22103284 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:16:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-hITxb_RNP7QkMh6_XAyBJeSq9qedoMiyO_sSvoyBGDq Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 27 28 29 30 31 3x6 ST1.5x8 STP 5x8 3x6 5x8 4x12 4x6 3x4 5x12 3x4 5x8 5x12 5x8 4x6 5x8 3x4 3x4 2-0-01-0-04-10-8 4-10-8 8-9-4 3-10-12 9-0-0 0-2-12 11-2-0 2-2-0 16-1-0 4-11-0 21-0-0 4-11-0 25-1-0 4-1-0 30-8-0 5-7-0 35-2-0 4-6-0 -1-0-0 1-0-0 4-10-8 4-10-8 9-0-0 4-1-8 11-2-0 2-2-0 16-1-0 4-11-0 21-0-0 4-11-0 25-1-0 4-1-0 30-8-0 5-7-0 35-2-0 4-6-0 0-4-19-1-17-2-95-2-91-0-02-0-01-0-01-0-09-1-15.00 12 Plate Offsets (X,Y)-- [8:0-5-12,0-2-8], [10:0-5-12,0-2-8], [15:0-4-12,0-2-0], [21:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.40 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.06 0.08 (loc) 16 16-17 27 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-21: 2x8 SP 2400F 2.0E, 6-19,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-27: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 1 Row at midpt 11-27 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)2=0-8-0, 21=0-2-12, 27=0-3-8 Max Horz 2=457(LC 12) Max Uplift 2=-67(LC 12), 21=-931(LC 12), 27=-519(LC 12) Max Grav 2=287(LC 21), 21=1953(LC 17), 27=1123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-505/185, 3-5=-669/652, 5-6=-797/405, 6-7=-1609/1055, 7-8=-1379/992, 8-9=-1179/949, 9-10=-1178/951, 10-11=-735/511, 12-27=-1123/745, 11-12=-1083/758 BOT CHORD 20-21=-1664/1139, 5-20=-1165/846, 6-18=-793/612, 17-18=-700/873, 16-17=-1130/1505, 15-16=-876/1227, 9-15=-382/381 WEBS 18-20=-1028/665, 5-18=-1264/1775, 8-16=-149/324, 13-15=-384/570, 10-15=-639/841, 10-13=-679/579, 11-13=-600/917, 3-21=-563/377, 6-17=-452/685, 7-16=-355/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-10-8, Interior(1) 4-10-8 to 21-0-0, Exterior(2) 21-0-0 to 29-5-13, Interior(1) 29-5-13 to 30-8-0, Exterior(2) 30-8-0 to 35-0-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 27 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 at joint(s) 21. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2, 931 lb uplift at joint 21 and 519 lb uplift at joint 27. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22103285 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:16:59 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-dhbi0gSexlgSb_GMfb?fP3Y7seIBGIqFsILZzhyBGDo Scale = 1:65.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 3x6 ST1.5x8 STP 5x8 4x6 3x6 5x8 3x8 3x6 3x4 3x6 3x4 3x4 5x8 5x8 3x6 5x8 4-10-8 4-10-8 8-9-4 3-10-12 9-0-0 0-2-12 14-0-10 5-0-10 19-0-0 4-11-6 25-10-0 6-10-0 32-8-0 6-10-0 35-2-0 2-6-0 -1-0-0 1-0-0 4-10-8 4-10-8 9-0-0 4-1-8 14-0-10 5-0-10 19-0-0 4-11-6 25-10-0 6-10-0 32-8-0 6-10-0 35-2-0 2-6-0 0-4-18-3-17-2-95-2-92-0-08-3-15.00 12 Plate Offsets (X,Y)-- [7:0-5-12,0-2-8], [9:0-5-12,0-2-8], [18:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.52 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.04 0.07 (loc) 13-15 13-15 24 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-24: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 9-13, 10-24 JOINTS 1 Brace at Jt(s): 12 REACTIONS. (size)2=0-8-0, 18=0-2-12, 24=0-3-8 Max Horz 2=457(LC 12) Max Uplift 2=-124(LC 12), 18=-855(LC 12), 24=-537(LC 12) Max Grav 2=395(LC 21), 18=1829(LC 17), 24=1158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/0, 3-5=-455/338, 5-6=-1406/817, 6-7=-1420/918, 7-8=-1225/899, 8-9=-1225/899, 9-10=-495/333, 11-24=-1158/761, 10-11=-1154/755 BOT CHORD 2-19=-249/320, 18-19=-249/320, 17-18=-1542/1048, 5-17=-1482/1067, 16-17=-269/100, 15-16=-961/1314, 13-15=-861/1293, 12-13=-289/451 WEBS 5-16=-1075/1643, 6-16=-400/379, 8-13=-551/534, 9-13=-726/1047, 9-12=-818/665, 10-12=-667/1049, 3-18=-547/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-10-8, Interior(1) 4-10-8 to 19-0-0, Exterior(2) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 32-8-0, Exterior(2) 32-8-0 to 35-0-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 24 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 at joint(s) 18. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2, 855 lb uplift at joint 18 and 537 lb uplift at joint 24. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A12 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103286 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-5t94E0TGi2oJD8rYCIWuxH4Gc1cQ?g6O5y46V7yBGDn Scale = 1:62.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 3x6 3x8 3x6 3x8 3x6 3x4 3x4 3x6 3x6 3x6 8-10-4 8-10-4 9-0-0 0-1-12 17-0-0 8-0-0 23-1-4 6-1-4 29-0-12 5-11-8 35-2-0 6-1-4 -1-0-0 1-0-0 6-1-3 6-1-3 8-10-4 2-9-1 11-6-10 2-8-6 17-0-0 5-5-6 23-1-4 6-1-4 29-0-12 5-11-8 35-2-0 6-1-4 0-4-17-5-17-1-97-5-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-3-0,Edge], [5:0-3-0,0-2-4], [7:0-3-0,0-3-0], [8:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.65 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.27 0.02 0.13 (loc) 2-15 2-15 9 2-15 l/defl >942 >372 n/a >762 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% 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 or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-13, 8-10 REACTIONS. (size)9=0-3-8, 2=0-8-0, 15=0-3-8 Max Horz 2=467(LC 12) Max Uplift 9=-540(LC 12), 2=-140(LC 12), 15=-837(LC 12) Max Grav 9=1230(LC 17), 2=367(LC 17), 15=1856(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-389/257, 4-5=-1091/559, 5-6=-930/630, 6-7=-1111/691, 7-8=-813/494, 8-9=-1119/770 BOT CHORD 12-13=-691/1111, 10-12=-507/829 WEBS 4-13=-590/1054, 5-13=-81/261, 6-13=-362/172, 6-12=-208/297, 7-12=-321/446, 7-10=-774/652, 8-10=-756/1248, 4-15=-1629/1229 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 35-0-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 lb uplift at joint 9, 140 lb uplift at joint 2 and 837 lb uplift at joint 15. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A13 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103287 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:01 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-a4jSRMUuTMwAqIQlm017UUdR3RyMkC9YJcqg2ayBGDm Scale = 1:61.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 4x6 3x6 3x8 3x6 5x8 3x4 3x4 3x4 5x6 8-10-4 8-10-4 9-0-0 0-1-12 15-0-0 6-0-0 21-9-4 6-9-4 28-4-12 6-7-8 35-2-0 6-9-4 -1-0-0 1-0-0 8-10-4 8-10-4 15-0-0 6-1-12 21-9-4 6-9-4 28-4-12 6-7-8 35-2-0 6-9-4 0-4-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-0,0-3-4], [4:0-3-0,0-2-4], [10:0-3-0,0-3-0], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.61 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.31 0.02 0.15 (loc) 2-13 2-13 9 2-13 l/defl >827 >329 n/a >676 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 8-10 REACTIONS. (size)9=0-3-8, 2=0-8-0, 13=0-3-8 Max Horz 2=417(LC 12) Max Uplift 9=-523(LC 12), 2=-128(LC 12), 13=-866(LC 12) Max Grav 9=1184(LC 17), 2=314(LC 17), 13=1906(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-443/441, 3-4=-905/485, 4-5=-769/524, 5-7=-1205/754, 7-8=-956/575, 8-9=-1067/742 BOT CHORD 2-13=-274/56, 11-12=-754/1205, 10-11=-575/956 WEBS 3-13=-1690/1250, 3-12=-617/1103, 5-12=-644/359, 7-11=-268/344, 7-10=-721/612, 8-10=-776/1293 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 35-0-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 9, 128 lb uplift at joint 2 and 866 lb uplift at joint 13. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A14 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103288 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-2GHqeiVWEg21SS?xKjYM0iAc6rD2TcThYGZDa0yBGDl Scale = 1:61.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 5x6 ST1.5x8 STP 3x6 4x6 3x6 3x8 4x6 3x4 2x4 3x8 3x4 3x4 3x4 5x6 6-9-14 6-9-14 13-0-0 6-2-2 20-5-4 7-5-4 27-8-12 7-3-8 35-2-0 7-5-4 -1-0-0 1-0-0 6-9-14 6-9-14 13-0-0 6-2-2 20-5-4 7-5-4 27-8-12 7-3-8 35-2-0 7-5-4 0-4-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-3-0,0-2-4], [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.90 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.39 0.11 0.25 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-5 oc bracing. WEBS 1 Row at midpt 8-9, 5-13, 7-11, 8-10 REACTIONS. (size)9=0-3-8, 2=0-8-0 Max Horz 2=366(LC 12) Max Uplift 9=-727(LC 12), 2=-789(LC 12) Max Grav 9=1605(LC 17), 2=1727(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3422/2001, 3-4=-2665/1615, 4-5=-2424/1590, 5-7=-2541/1581, 7-8=-1750/1080, 8-9=-1492/1024 BOT CHORD 2-14=-2167/3141, 13-14=-2167/3141, 11-13=-1581/2541, 10-11=-1080/1750 WEBS 3-14=0/267, 3-13=-805/640, 4-13=-195/571, 5-13=-313/120, 5-11=-428/466, 7-11=-657/988, 7-10=-1116/878, 8-10=-1325/2152 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 35-0-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 9 and 789 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A15 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103289 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-2GHqeiVWEg21SS?xKjYM0iAbArDdTZ0hYGZDa0yBGDl Scale = 1:61.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x6 ST1.5x8 STP 5x8 5x8 3x6 4x6 4x6 3x4 2x4 3x8 4x6 3x4 4x6 5x8 5-9-14 5-9-14 11-0-0 5-2-2 18-10-15 7-10-15 26-11-9 8-0-11 35-2-0 8-2-7 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 18-10-15 7-10-15 26-11-9 8-0-11 35-2-0 8-2-7 0-4-14-11-15.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.92 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.46 0.12 0.27 (loc) 11 11-13 9 11 l/defl >999 >914 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-11, 8-10 REACTIONS. (size)9=0-3-8, 2=0-8-0 Max Horz 2=311(LC 12) Max Uplift 9=-719(LC 12), 2=-797(LC 12) Max Grav 9=1559(LC 1), 2=1659(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3338/2056, 3-4=-2839/1759, 4-5=-2542/1696, 5-7=-3057/1901, 7-8=-2233/1368, 8-9=-1486/1010 BOT CHORD 2-14=-2161/3011, 13-14=-2161/3011, 11-13=-1901/3057, 10-11=-1368/2233 WEBS 3-13=-568/510, 4-13=-272/650, 5-13=-733/341, 5-11=-304/406, 7-11=-658/945, 7-10=-1073/854, 8-10=-1553/2529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 35-0-4 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 lb uplift at joint 9 and 797 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A16 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103290 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-_fOb3OWnmHIlhm9KR8aq67Fx4fwFxTH_?a2KeuyBGDj Scale = 1:61.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 5x6 ST1.5x8 STP 5x6 5x8 3x6 3x8 3x8 MT20HS3x8 2x4 3x4 3x4 3x6 3x6 5x8 3x6 9-0-0 9-0-0 15-7-6 6-7-6 22-1-0 6-5-10 28-6-10 6-5-10 35-2-0 6-7-6 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 15-7-6 6-7-6 22-1-0 6-5-10 28-6-10 6-5-10 35-2-0 6-7-6 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-3-0,0-2-4], [6:0-3-0,0-3-0], [10:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.85 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.56 0.13 0.37 (loc) 12-13 12-13 9 12-13 l/defl >999 >741 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 183 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. WEBS 1 Row at midpt 5-15, 8-10 REACTIONS. (size)9=0-3-8, 2=0-8-0 Max Horz 2=265(LC 12) Max Uplift 9=-713(LC 12), 2=-803(LC 12) Max Grav 9=1559(LC 1), 2=1656(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3288/2094, 3-4=-3000/1816, 4-5=-2745/1760, 5-6=-3587/2244, 6-7=-3391/2030, 7-8=-2252/1355, 8-9=-1497/984 BOT CHORD 2-15=-2144/2952, 13-15=-2244/3587, 12-13=-2049/3412, 10-12=-1355/2252 WEBS 3-15=-347/433, 4-15=-353/767, 5-15=-976/601, 6-12=-538/479, 7-12=-820/1321, 7-10=-1167/856, 8-10=-1541/2569 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 35-0-4 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) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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 713 lb uplift at joint 9 and 803 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A17 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103291 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:06 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-w1WLU3Y1IuZTx3IiZZdIBYKF4SfYPN8HTuXRjnyBGDh Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x6 ST1.5x8 STP 7x10 WB 7x10 4x10 MT20HS5x12 6x8 8x14 MT20HS 5x12 4x6 5x8 8x14 MT20HS 4x6 4x6 4x6 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 12-5-7 5-5-7 18-0-10 5-7-3 23-7-14 5-7-3 29-3-1 5-7-3 35-2-0 5-10-15 -1-0-0 1-0-0 4-1-14 4-1-14 12-5-7 8-3-9 18-0-10 5-7-3 23-7-14 5-7-3 29-3-1 5-7-3 35-2-0 5-10-15 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [4:0-4-0,0-3-4], [7:0-5-0,Edge], [9:0-3-8,0-2-8], [12:0-3-8,0-2-8], [13:0-7-0,0-4-8], [15:0-7-0,Edge], [16:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.67 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.00 0.18 0.72 (loc) 14-15 14-15 11 14-15 l/defl >919 >415 n/a >579 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 233 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2, 10-12,5-16,9-13,6-15,8-14: 2x4 SP No.1 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS 1 Row at midpt 10-12, 5-16, 9-13 REACTIONS. (size)11=0-3-8, 2=0-8-0 Max Horz 2=212(LC 25) Max Uplift 11=-1677(LC 8), 2=-1803(LC 8) Max Grav 11=3567(LC 29), 2=3438(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7696/3926, 3-4=-7661/3932, 4-5=-6988/3630, 5-6=-10061/4986, 6-8=-10836/5243, 8-9=-9450/4513, 9-10=-5941/2814, 10-11=-3337/1715 BOT CHORD 2-16=-3694/7019, 15-16=-4986/10061, 14-15=-5243/10836, 13-14=-4513/9450, 12-13=-2814/5941 WEBS 4-16=-1067/2315, 10-12=-3040/6417, 5-16=-3487/1518, 9-12=-2564/1506, 5-15=-32/801, 9-13=-1899/3921, 6-15=-915/318, 8-13=-1454/958, 6-14=-406/492, 8-14=-815/1549, 3-16=-364/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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) 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 1677 lb uplift at joint 11 and 1803 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) 674 lb down and 519 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 Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss A17 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103291 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:07 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-OE4jiPYf3ChKYDtv7G8XjltQqs?n8qOQiYH_FDyBGDg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-10=-70, 2-11=-20 Concentrated Loads (lb) Vert: 4=-134(B) 7=-134(B) 16=-674(B) 12=-63(B) 9=-134(B) 17=-134(B) 18=-134(B) 19=-134(B) 21=-134(B) 22=-134(B) 23=-134(B) 25=-134(B) 26=-134(B) 27=-134(B) 28=-134(B) 29=-134(B) 30=-156(B) 31=-63(B) 32=-63(B) 33=-63(B) 34=-63(B) 35=-63(B) 36=-63(B) 37=-63(B) 38=-63(B) 39=-63(B) 40=-63(B) 41=-63(B) 42=-63(B) 43=-70(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B1 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103292 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-WkMeQsjp?CJUcDNONVtalVviW5NThiuLh3wADzyBGDT Scale = 1:37.8 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 3x8 5x6 5x6 4x10 MT20HS6x8 6x8 5x12 6x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 14-7-8 7-7-8 22-6-8 7-11-0 7-0-0 7-0-0 14-7-8 7-7-8 22-6-8 7-11-0 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [3:0-3-8,0-3-0], [4:0-2-8,0-3-0], [5:Edge,0-3-8], [6:0-3-8,0-2-8], [8:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.95 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.46 0.09 0.26 (loc) 6-8 6-8 5 6-8 l/defl >999 >584 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 116 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 2-4: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 1-7: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 2-8,3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. WEBS 1 Row at midpt 3-8, 4-6 REACTIONS. (size)1=Mechanical, 5=Mechanical Max Horz 1=174(LC 8) Max Uplift 1=-1025(LC 8), 5=-1076(LC 8) Max Grav 1=2039(LC 29), 5=2212(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4617/2339, 2-3=-4169/2219, 3-4=-4381/2177, 4-5=-2034/1133 BOT CHORD 1-8=-2231/4213, 6-8=-2177/4381 WEBS 2-8=-296/958, 3-8=-379/69, 3-6=-1143/995, 4-6=-2281/4544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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) 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 1025 lb uplift at joint 1 and 1076 lb uplift at joint 5. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385 lb down and 355 lb up at 7-0-0 on top chord, and 572 lb down and 395 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 1-5=-20 Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B1 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103292 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:20 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-WkMeQsjp?CJUcDNONVtalVviW5NThiuLh3wADzyBGDT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-167(B) 8=-571(B) 10=-134(B) 11=-134(B) 12=-134(B) 13=-134(B) 14=-134(B) 15=-134(B) 16=-134(B) 17=-63(B) 18=-63(B) 19=-63(B) 20=-63(B) 21=-63(B) 22=-63(B) 23=-63(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103293 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-_ww0eCjRmVRLENybxCOpIiSukVj2QGrUwjgjlPyBGDS Scale = 1:37.9 1 2 3 4 5 9 8 7 6 10 11 12 13 14 3x6 4x6 3x6 3x6 3x8 2x4 3x4 3x6 3x6 9-0-0 9-0-0 15-9-4 6-9-4 22-6-8 6-9-4 4-9-14 4-9-14 9-0-0 4-2-2 15-9-4 6-9-4 22-6-8 6-9-4 0-4-14-1-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.86 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.39 0.04 0.12 (loc) 1-9 1-9 6 1-9 l/defl >999 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)1=Mechanical, 6=Mechanical Max Horz 1=230(LC 12) Max Uplift 1=-433(LC 12), 6=-472(LC 12) Max Grav 1=1028(LC 17), 6=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2075/1398, 2-3=-1655/1040, 3-4=-1481/1030, 4-5=-1336/911, 5-6=-940/703 BOT CHORD 1-9=-1528/1935, 7-9=-911/1336 WEBS 2-9=-514/546, 3-9=-69/346, 4-7=-622/587, 5-7=-1031/1500 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 22-4-12 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 433 lb uplift at joint 1 and 472 lb uplift at joint 6. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103294 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-_ww0eCjRmVRLENybxCOpIiSvvVk?QBCUwjgjlPyBGDS Scale = 1:39.6 1 2 3 4 5 9 8 7 6 10 11 12 13 3x6 ST1.5x8 STP 5x6 3x6 3x6 3x4 2x4 2x4 5x8 3x6 8-7-10 8-7-10 16-7-8 7-11-14 22-6-8 5-11-0 5-9-14 5-9-14 11-0-0 5-2-2 16-7-8 5-7-8 22-6-8 5-11-0 0-4-14-11-15.00 12 Plate Offsets (X,Y)-- [1:0-0-14,0-0-2], [3:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.80 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.27 0.04 0.11 (loc) 1-9 1-9 6 1-9 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-13 oc bracing. REACTIONS. (size)1=0-8-0, 6=Mechanical Max Horz 1=280(LC 12) Max Uplift 1=-418(LC 12), 6=-477(LC 12) Max Grav 1=1030(LC 17), 6=993(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1980/1274, 2-3=-1642/1049, 3-4=-982/680, 4-5=-981/681, 5-6=-943/714 BOT CHORD 1-9=-1459/1839, 7-9=-911/1219 WEBS 2-9=-477/534, 3-9=-296/551, 3-7=-343/299, 4-7=-456/462, 5-7=-854/1235 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 22-4-12 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 1 and 477 lb uplift at joint 6. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103295 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-S6UOrYk3WpaBrXXnVwv2qw?4yv4p9fPd8NPHHsyBGDR Scale = 1:39.8 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 5x6 ST1.5x8 STP 3x6 3x8 3x6 3x4 2x4 2x4 5x8 3x4 8-10-4 8-10-4 17-0-12 8-2-8 22-6-8 5-5-12 -1-0-0 1-0-0 6-3-2 6-3-2 11-10-8 5-7-6 17-0-12 5-2-4 22-6-8 5-5-12 0-4-15-3-75.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.83 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.09 (loc) 2-10 2-10 7 2-10 l/defl >999 >931 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=338(LC 12) Max Uplift 7=-478(LC 12), 2=-527(LC 12) Max Grav 7=990(LC 1), 2=1133(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1966/1226, 3-4=-1630/1034, 4-5=-856/606, 5-6=-856/607, 6-7=-947/724 BOT CHORD 2-10=-1436/1815, 8-10=-857/1129 WEBS 3-10=-499/549, 4-10=-350/627, 4-8=-399/348, 5-8=-417/428, 6-8=-815/1154 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-10-8, Exterior(2) 11-10-8 to 20-4-5, Interior(1) 20-4-5 to 22-4-12 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 7 and 527 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103296 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-wJ2m3tlhH7i2Tg6z3dQHN7XFnJSju9YnN19qpIyBGDQ Scale = 1:36.7 1 2 3 4 5 8 7 6 9 10 4x6 ST1.5x8 STP 5x6 2x4 6x8 5x12 4x6 2x4 2x4 5-4-9 5-4-9 10-2-3 4-9-10 13-9-8 3-7-5 16-7-0 2-9-8 5-4-9 5-4-9 10-2-3 4-9-10 13-9-8 3-7-5 16-7-0 2-9-8 0-4-76-1-74-1-72-0-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.66 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.07 0.15 (loc) 8 7-8 6 8 l/defl >999 >959 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-1 oc bracing. REACTIONS. (size)1=0-7-0, 6=Mechanical Max Horz 1=356(LC 12) Max Uplift 1=-262(LC 12), 6=-392(LC 12) Max Grav 1=775(LC 17), 6=776(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2508/1488, 2-3=-1534/977, 3-4=-1587/1190 BOT CHORD 1-8=-1778/2371, 7-8=-1778/2371, 6-7=-388/456 WEBS 2-7=-905/745, 3-7=-379/452, 4-6=-777/681, 4-7=-1101/1421 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 6-3-8, Interior(1) 6-3-8 to 13-9-8, Exterior(2) 13-9-8 to 16-5-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 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 262 lb uplift at joint 1 and 392 lb uplift at joint 6. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103297 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-OVc8GDmJ2Qqv5qhAcLxWvL4QCjotdeJwchuOMkyBGDP Scale = 1:43.0 1 2 3 4 5 6 9 8 7 10 11 3x6 ST1.5x8 STP 3x6 3x4 6x8 4x6 5x6 4x6 2x4 3x4 5-4-9 5-4-9 10-2-3 4-9-10 16-7-0 6-4-13 5-4-9 5-4-9 10-2-3 4-9-10 15-9-8 5-7-5 16-7-0 0-9-8 0-4-76-11-74-11-72-0-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-0-8,Edge], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.66 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.08 0.15 (loc) 9 8-9 7 9 l/defl >999 >947 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size)7=Mechanical, 1=0-7-0 Max Horz 1=407(LC 12) Max Uplift 7=-412(LC 12), 1=-243(LC 12) Max Grav 7=814(LC 17), 1=772(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2491/1334, 2-4=-1577/899 BOT CHORD 1-9=-1634/2369, 8-9=-1630/2368, 7-8=-1110/1436 WEBS 2-8=-834/695, 4-8=-318/646, 4-7=-1502/1158 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 6-3-8, Interior(1) 6-3-8 to 15-9-8, Exterior(2) 15-9-8 to 16-5-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 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 412 lb uplift at joint 7 and 243 lb uplift at joint 1. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B7 Truss Type Jack-Closed Qty 6 Ply 1 Job Reference (optional) T22103298 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-th9XTZmypkymi_FMA2SlSYcau685M5c4qLexuByBGDO Scale = 1:41.4 1 2 3 4 5 8 7 6 9 10 3x6 ST1.5x8 STP 3x4 6x8 4x6 5x6 4x6 2x4 3x4 5-4-9 5-4-9 10-2-3 4-9-10 16-7-0 6-4-13 5-4-9 5-4-9 10-2-3 4-9-10 16-7-0 6-4-13 0-4-77-3-65-3-62-0-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.66 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.08 0.15 (loc) 8 7-8 6 8 l/defl >999 >947 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=Mechanical, 1=0-7-0 Max Horz 1=422(LC 12) Max Uplift 6=-418(LC 12), 1=-236(LC 12) Max Grav 6=827(LC 17), 1=770(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2485/1316, 2-4=-1578/856 BOT CHORD 1-8=-1634/2368, 7-8=-1630/2367, 6-7=-1091/1443 WEBS 2-7=-827/691, 4-7=-319/647, 4-6=-1520/1149 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 6-3-8, Interior(1) 6-3-8 to 16-5-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 6 and 236 lb uplift at joint 1. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss B8 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T22103299 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-th9XTZmypkymi_FMA2SlSYcZx691M2?4qLexuByBGDO Scale = 1:30.8 1 2 3 4 7 6 5 9 8 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 6x8 4x10 MT20HS 4x6 2x4 2x4 5-4-9 5-4-9 10-2-3 4-9-10 11-11-0 1-8-13 5-4-9 5-4-9 10-2-3 4-9-10 11-11-0 1-8-13 0-4-75-4-13-4-12-0-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-15,Edge], [4:0-3-3,Edge], [5:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.60 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.23 0.19 0.18 (loc) 6-7 6-7 8 6-7 l/defl >999 >587 n/a >774 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 56 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. REACTIONS. (size)1=0-7-0, 8=0-3-8 Max Horz 1=304(LC 12) Max Uplift 1=-166(LC 12), 8=-299(LC 12) Max Grav 1=547(LC 17), 8=589(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1637/1009, 2-3=-286/64, 5-8=-589/393, 4-5=-281/194 BOT CHORD 1-7=-1253/1560, 6-7=-1242/1545 WEBS 2-7=0/252, 2-6=-1314/1086 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 6-3-8, Interior(1) 6-3-8 to 11-9-4 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 1 and 299 lb uplift at joint 8. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C1 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T22103300 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:26 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-Ltjvhvnaa24dK8qYkm__?m9iGWUs5PND3?NUQdyBGDN Scale = 1:45.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 8x14 MT20HS WB ST1.5x8 STP 5x6 4x6 6x8 3x6 5x8 2x4 3x4 3x6 3x6 3x6 7x10 2x4 6-10-4 6-10-4 13-8-0 6-9-12 15-1-12 1-5-12 22-1-4 6-11-8 -1-0-0 1-0-0 4-0-0 4-0-0 6-10-4 2-10-4 11-0-8 4-2-4 11-10-10 0-10-2 14-8-0 2-9-6 15-1-12 0-5-12 22-1-4 6-11-8 0-4-16-5-65.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-3-4], [11:0-4-4,0-1-8], [14:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.69 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.70 0.04 0.24 (loc) 11-13 11-13 10 11-13 l/defl >903 >371 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 150 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 7-9: 2x4 SP No.2, 1-4: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-14 REACTIONS. (size)10=0-2-12, 2=0-8-0 Max Horz 2=411(LC 12) Max Uplift 10=-240(LC 12), 2=-248(LC 12) Max Grav 10=1501(LC 18), 2=1668(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/383, 3-5=-2672/205, 5-6=-2285/333, 6-7=-531/1077, 7-8=-408/1050, 8-9=-391/998 BOT CHORD 2-13=-775/3243, 11-13=-515/2306, 10-11=-511/2293 WEBS 5-13=0/851, 6-14=-3362/925, 11-14=0/1065, 8-14=-581/656, 9-14=-1021/415, 10-14=-2804/605, 3-13=-1050/359 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-8-0, Exterior(2) 14-8-0 to 21-11-8 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) 400.0lb AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 10 and 248 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C2 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T22103301 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-p4HHuFoCLLCUyIPlITVDXziuAwn_qx7NIf72y3yBGDM Scale = 1:39.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 6x12 MT20HS WB ST1.5x8 STP 10x12 3x6 3x6 4x6 2x4 3x4 3x6 2x4 3x8 4x6 5x8 3x8 5x8 2x4 6-10-4 6-10-4 13-8-0 6-9-12 15-1-12 1-5-12 18-9-3 3-7-7 22-1-4 3-4-1 -1-0-0 1-0-0 4-0-0 4-0-0 6-10-4 2-10-4 11-0-8 4-2-4 11-10-10 0-10-2 12-8-0 0-9-6 15-1-12 2-5-12 18-9-3 3-7-7 22-1-4 3-4-1 0-4-15-7-65.00 12 Plate Offsets (X,Y)-- [4:0-6-0,Edge], [7:0-8-2,0-1-14], [13:0-4-12,0-1-8], [17:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.83 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.71 0.03 0.31 (loc) 13-15 13-15 11 15 l/defl >893 >367 n/a >843 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 153 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 7-10: 2x4 SP No.2, 1-4: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-13,9-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. WEBS 1 Row at midpt 6-17, 12-17 REACTIONS. (size)11=0-2-12, 2=0-8-0 Max Horz 2=360(LC 12) Max Uplift 11=-226(LC 12), 2=-261(LC 12) Max Grav 11=1474(LC 18), 2=1658(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3269/415, 3-5=-2555/185, 5-6=-2246/337, 6-7=-239/566, 7-8=-195/640, 8-9=-132/409, 9-10=-726/217, 10-11=-1285/463 BOT CHORD 2-15=-758/3084, 13-15=-425/2202, 12-13=-421/2183 WEBS 5-15=0/711, 6-16=-2925/596, 16-17=-2853/613, 13-17=0/1579, 8-17=-545/451, 7-16=0/396, 10-12=-407/1372, 9-17=-1141/352, 12-17=-2438/340, 3-15=-989/373 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2) 12-8-0 to 21-1-13, Interior(1) 21-1-13 to 21-11-8 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) 400.0lb AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-16, 16-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 11 and 261 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C3 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T22103302 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-HGrf6bpq6fKLaS_xrA0S4BE4?KAZZNkWXJsbVVyBGDL Scale = 1:36.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 4x6 ST1.5x8 STP 4x6 6x8 3x8 5x6 2x4 2x4 3x6 2x4 3x8 2x4 4x12 6-10-4 6-10-4 11-8-0 4-9-12 14-1-12 2-5-12 20-6-12 6-5-0 -1-0-0 1-0-0 6-10-4 6-10-4 8-7-11 1-9-7 9-5-6 0-9-11 10-8-0 1-2-10 14-1-12 3-5-12 20-6-12 6-5-0 0-4-14-9-65.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [9:0-4-12,0-1-8], [13:0-5-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.61 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.58 0.03 0.27 (loc) 9-11 9-11 8 2-11 l/defl >999 >416 n/a >891 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-11,4-13,6-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 8-13 REACTIONS. (size)8=0-2-12, 2=0-8-0 Max Horz 2=310(LC 12) Max Uplift 8=-185(LC 12), 2=-251(LC 12) Max Grav 8=1367(LC 18), 2=1525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/209, 3-4=-2242/388, 4-5=-147/354, 5-6=-141/430, 6-7=-104/294 BOT CHORD 2-11=-436/2249, 9-11=-436/2249, 8-9=-431/2230 WEBS 3-11=0/496, 4-12=-2718/566, 12-13=-2681/577, 9-13=0/1039, 6-13=-460/473, 7-13=-301/122, 8-13=-2613/485 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-8-0, Exterior(2) 10-8-0 to 19-1-13, Interior(1) 19-1-13 to 20-5-0 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) 400.0lb AC unit load placed on the bottom chord, 10-6-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-12, 12-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 8 and 251 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22103303 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-lSP1JxqStzSCBbZ7PuXhcOnBWkYhIsoflzc91yyBGDK Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 12 11 13 18 17 16 15 14 19 20 21 22 23 5x8 ST1.5x8 STP 4x6 5x8 5x6 2x4 3x6 4x6 2x4 3x4 3x6 3x6 2x4 6x8 3x8 2x4 3x8 2x4 6-10-4 6-10-4 13-4-0 6-5-12 14-1-12 0-9-12 16-9-12 2-8-0 20-6-12 3-9-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-10-4 2-10-4 8-7-11 1-9-7 9-10-10 1-2-14 10-6-0 0-7-6 11-1-6 0-7-6 12-4-5 1-2-14 13-4-0 0-11-11 14-1-12 0-9-12 16-9-12 2-8-0 20-6-12 3-9-0 0-4-13-11-64-8-93-11-65.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-0-4], [4:0-4-0,Edge], [7:0-3-0,Edge], [15:0-3-8,0-1-8], [16:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.49 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.33 0.03 0.10 (loc) 16-18 16-18 14 18 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x6 SP M 26, 7-12: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size)14=0-2-12, 2=0-8-0 Max Horz 2=260(LC 12) Max Uplift 14=-185(LC 12), 2=-267(LC 12) Max Grav 14=1334(LC 18), 2=1499(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3076/431, 3-5=-2569/251, 5-6=-2178/350, 6-7=0/858, 7-8=0/876, 8-9=-2114/371, 9-10=-1059/178, 10-12=-1199/59, 9-11=-1204/267, 11-13=-1185/287, 13-14=-1250/377 BOT CHORD 2-18=-627/2857, 16-18=-358/2260, 15-16=-309/1163 WEBS 5-18=0/844, 6-8=-3185/145, 10-16=0/456, 12-15=-1509/294, 11-12=-319/322, 12-16=-58/1280, 13-15=-393/1647, 3-18=-688/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-6-0, Exterior(2) 10-6-0 to 12-2-15, Interior(1) 12-2-15 to 20-5-0 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) 400.0lb AC unit load placed on the bottom chord, 10-6-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-8 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-18 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 14 and 267 lb uplift at joint 2. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22103304 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-DfzQXHq4eGa3pl8Jzb2w9cKOb7m31HVp_dLiZOyBGDJ Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 5x8 ST1.5x8 STP 5x6 5x8 7x10 2x4 3x6 5x6 4x6 3x6 3x6 3x6 6x8 3x8 2x4 2x4 3x8 6-10-4 6-10-4 14-1-12 7-3-8 14-4-0 0-2-4 16-9-12 2-5-12 20-6-12 3-9-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-10-4 2-10-4 8-7-11 1-9-7 9-10-10 1-2-14 10-6-0 0-7-6 11-1-6 0-7-6 12-4-5 1-2-14 14-1-12 1-9-7 14-4-0 0-2-4 16-9-12 2-5-12 20-6-12 3-9-0 0-4-13-1-64-8-93-1-65.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-5-9,Edge], [7:0-3-0,Edge], [9:0-0-11,Edge], [14:0-3-8,0-1-8], [15:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 1.00 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.41 0.03 0.11 (loc) 15-17 15-17 13 15-17 l/defl >999 >583 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 9-12: 2x4 SP No.2, 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 *Except* 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17. REACTIONS. (size)13=0-2-12, 2=0-8-0 Max Horz 2=209(LC 12) Max Uplift 13=-166(LC 12), 2=-268(LC 12) Max Grav 13=1330(LC 18), 2=1494(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3142/454, 3-5=-2612/254, 5-6=-2189/347, 6-7=0/1308, 7-8=0/1259, 8-9=-2250/380, 9-10=-1005/23, 9-11=-1505/328, 11-12=-1514/341, 12-13=-1233/367 BOT CHORD 2-17=-595/2935, 15-17=-312/2319, 14-15=-345/1524 WEBS 5-17=0/912, 6-8=-3685/266, 9-15=0/515, 10-14=-1378/201, 10-15=-34/845, 3-17=-691/330, 12-14=-412/1866 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-6-0, Exterior(2) 10-6-0 to 14-7-2, Interior(1) 14-7-2 to 20-5-0 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) 400.0lb AC unit load placed on the bottom chord, 10-6-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 13 and 268 lb uplift at joint 2. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22103305 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-hrXokcriPaiwRvjWXJZ9ipsWwX7CmmoyDH5F5qyBGDI Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 18 5x8 ST1.5x8 STP 5x6 6x8 2x4 5x6 3x6 5x6 4x6 3x6 3x6 3x6 4x6 3x6 2x4 6-10-4 6-10-4 14-1-12 7-3-8 20-6-12 6-5-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-10-4 2-10-4 8-7-11 1-9-7 9-10-10 1-2-14 10-6-0 0-7-6 11-1-6 0-7-6 12-4-5 1-2-14 14-1-12 1-9-7 16-4-0 2-2-4 20-6-12 4-2-12 0-4-12-3-64-8-92-3-65.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-0-4], [4:0-4-0,Edge], [5:0-5-9,Edge], [7:0-3-0,Edge], [9:0-5-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.94 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.42 0.04 0.11 (loc) 13-15 13-15 12 13-15 l/defl >999 >567 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 10-11,1-4: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 12-14: 2x6 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 or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)12=0-2-12, 2=0-8-0 Max Horz 2=164(LC 11) Max Uplift 12=-152(LC 12), 2=-272(LC 12) Max Grav 12=1338(LC 19), 2=1489(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3101/481, 3-5=-2576/308, 5-6=-2148/390, 6-7=0/1170, 7-8=0/1117, 8-9=-2197/374, 9-10=-2600/291 BOT CHORD 2-15=-514/2905, 13-15=-248/2281, 12-13=-392/2588 WEBS 5-15=0/954, 6-8=-3484/283, 9-13=0/984, 10-13=-567/245, 10-12=-2828/391, 3-15=-719/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-6-0, Exterior(2) 10-6-0 to 16-4-0, Interior(1) 16-4-0 to 20-5-0 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) 400.0lb AC unit load placed on the bottom chord, 10-6-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 9-10, 6-8 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 12 and 272 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22103306 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-915AxysLAuqn23Ii404OE1Pk?xV3VGM6RxqpeHyBGDH Scale = 1:36.8 1 2 3 4 5 6 7 10 9 8 11 12 13 4x6 ST1.5x8 STP 4x6 5x6 2x4 6x8 3x8 5x6 3x4 2x4 9-0-0 9-0-0 12-0-0 3-0-0 18-4-0 6-4-0 20-6-12 2-2-12 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 12-0-0 3-0-0 18-4-0 6-4-0 20-6-12 2-2-12 0-4-11-5-64-1-11-5-64-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.77 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.05 -0.16 (loc) 2-10 2-10 8 2-10 l/defl >999 >714 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. REACTIONS. (size)8=0-2-12, 2=0-8-0 Max Horz 2=159(LC 11) Max Uplift 8=-405(LC 12), 2=-519(LC 12) Max Grav 8=901(LC 1), 2=1035(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1765/1189, 3-4=-1365/928, 4-5=-1210/911, 5-6=-1396/874 BOT CHORD 2-10=-1151/1679, 9-10=-712/1244, 8-9=-1129/1528 WEBS 3-10=-487/483, 4-10=-149/321, 6-9=-385/455, 6-8=-1662/1320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 18-0-0, Interior(1) 18-0-0 to 20-5-0 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) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 8 and 519 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C8 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103307 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-eEeY9ItzxByegDtuekcdnEyxkLtSEknFgaaMAjyBGDG Scale = 1:36.0 1 2 3 4 5 8 7 6 9 10 11 12 13 6x8 ST1.5x8 STP 5x6 5x6 3x8 4x10 MT20HS3x6 6x8 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED Special 7-0-0 7-0-0 14-0-0 7-0-0 20-6-12 6-6-12 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 20-6-12 6-6-12 0-4-13-3-10-6-43-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-4-0,0-2-2], [6:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.63 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.39 0.10 0.18 (loc) 6-8 6-8 5 6-8 l/defl >999 >623 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 91 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-12 oc bracing. REACTIONS. (size)5=0-2-12, 2=0-8-0 Max Horz 2=148(LC 24) Max Uplift 5=-1165(LC 8), 2=-1266(LC 8) Max Grav 5=2053(LC 30), 2=2130(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4474/2559, 3-4=-3969/2389, 4-5=-4452/2557 BOT CHORD 2-8=-2244/4101, 6-8=-2225/4053, 5-6=-2232/3962 WEBS 3-8=-386/955, 4-6=-414/1005 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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) 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 at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1165 lb uplift at joint 5 and 1266 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 674 lb down and 519 lb up at 7-0-0, and 674 lb down and 519 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 2-5=-20 Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss C8 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103307 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:33 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-eEeY9ItzxByegDtuekcdnEyxkLtSEknFgaaMAjyBGDG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-134(B) 4=-134(B) 7=-63(B) 8=-674(B) 6=-674(B) 9=-134(B) 10=-134(B) 11=-134(B) 12=-63(B) 13=-63(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ1 Truss Type Corner Jack Qty 17 Ply 1 Job Reference (optional) T22103308 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:34 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-6QCwMetbiV4UINR5CR7sJSUFglMQzG_OvEJwi9yBGDF Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-70-4-100-9-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.13 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: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=62(LC 12) Max Uplift 3=-11(LC 1), 2=-159(LC 12) Max Grav 3=29(LC 12), 2=163(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 159 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ2 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22103309 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:36 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-2pKhnKvrD6KCXgbTJs9KPtacrY2vRAUhMYo0n2yBGDD Scale = 1:6.5 1 2 3 2x4 ST1.5x8 STP 0-11-0 0-11-0 0-11-0 0-11-0 0-4-70-9-10-4-70-4-100-9-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 3 lb FT = 20% 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 0-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-0, 2=Mechanical, 3=Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-10(LC 12), 2=-28(LC 12) Max Grav 1=40(LC 17), 2=36(LC 17), 3=17(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 28 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ3 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T22103310 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:37 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-W?u3?gwT_QT39qAgtZgZx46lvyN4AdjrbCYaJUyBGDC Scale = 1:10.8 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.19 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: 11 lb FT = 20% 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 3-0-0 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=112(LC 12) Max Uplift 3=-53(LC 12), 2=-175(LC 12) Max Grav 3=84(LC 17), 2=241(LC 17), 4=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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 175 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ4 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22103311 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:38 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-_BSRC0w5lkbwm_lsRHBoUIfvcMjLv4z_qsH7rwyBGDB Scale = 1:10.8 1 2 3 2x4 ST1.5x8 STP 2-11-0 2-11-0 2-11-0 2-11-0 0-4-71-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 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 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-0, 2=Mechanical, 3=Mechanical Max Horz 1=76(LC 12) Max Uplift 1=-33(LC 12), 2=-83(LC 12) Max Grav 1=121(LC 17), 2=107(LC 17), 3=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 83 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T22103312 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-SO0pPMxkW1jnO8K2?_i10VCzAm0feXD82W1gONyBGDA Scale = 1:15.8 1 2 3 4 3x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.59 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: 17 lb FT = 20% 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 5-0-0 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=-128(LC 12), 2=-192(LC 12) Max Grav 3=177(LC 17), 2=326(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 192 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ6 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22103313 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:40 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-waZCdhyMHLre0IvEYiEGZjk7j9MzN_THHAmEwpyBGD9 Scale = 1:14.9 1 2 3 2x4 ST1.5x8 STP 4-11-0 4-11-0 4-11-0 4-11-0 0-4-72-5-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-0, 2=Mechanical, 3=Mechanical Max Horz 1=127(LC 12) Max Uplift 1=-63(LC 12), 2=-144(LC 12) Max Grav 1=217(LC 17), 2=189(LC 17), 3=91(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1 and 144 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ21 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T22103314 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:37 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-W?u3?gwT_QT39qAgtZgZx46imyORAdjrbCYaJUyBGDC Scale = 1:9.7 1 2 3 4 4x6 ST1.5x8 STP 2-7-2 2-7-2 -1-0-0 1-0-0 2-7-2 2-7-2 0-4-11-4-90-4-61-0-31-4-94.84 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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: 10 lb FT = 20% 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 2-7-2 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=98(LC 12) Max Uplift 3=-39(LC 9), 2=-176(LC 12) Max Grav 3=62(LC 17), 2=225(LC 17), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 176 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ31 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22103315 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:38 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-_BSRC0w5lkbwm_lsRHBoUIfvwMj1v4z_qsH7rwyBGDB Scale = 1:10.8 1 2 3 2x4 3-0-0 3-0-0 3-0-0 3-0-0 0-4-11-7-15.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 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 2x4 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)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=76(LC 12) Max Uplift 1=-42(LC 12), 2=-89(LC 12) Max Grav 1=137(LC 17), 2=119(LC 17), 3=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 89 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss CJ51 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22103316 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-SO0pPMxkW1jnO8K2?_i10VCxem07eXD82W1gONyBGDA Scale = 1:14.9 1 2 3 2x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >863 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=127(LC 12) Max Uplift 1=-72(LC 12), 2=-150(LC 12) Max Grav 1=233(LC 17), 2=201(LC 17), 3=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 150 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss D1 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Job Reference (optional) T22103317 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-Pm7aq1z_2fzVdRUR6PlV6wHLNZYm6F_QWqWnSFyBGD8 Scale = 1:35.4 1 2 3 4 5 8 7 6910 5x6 ST1.5x8 STP 3x4 7x10 3x8 3x8 6x8 5x6 HTU26 HTU26 HTU26 HTU26 7-0-12 7-0-12 9-1-10 2-0-14 13-8-0 4-6-6 -1-0-0 1-0-0 7-0-12 7-0-12 9-1-10 2-0-14 13-8-0 4-6-6 0-4-16-0-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-5-0,0-4-4], [7:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.86 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 0.03 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 2=0-8-0 Max Horz 2=377(LC 8) Max Uplift 6=-2050(LC 8), 2=-1131(LC 8) Max Grav 6=4017(LC 1), 2=2317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4914/2219, 3-4=-3588/1685 BOT CHORD 2-8=-2267/4424, 7-8=-2242/4368, 6-7=-1666/3269 WEBS 3-8=-823/1820, 3-7=-2006/1029, 4-7=-1955/3946, 4-6=-4206/2141 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 2050 lb uplift at joint 6 and 1131 lb uplift at joint 2. 7) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie HTU26 (20-16d Girder, 20-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie HTU26 (20-16d Girder, 20-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 20-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-11-4 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss D1 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Job Reference (optional) T22103317 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:41 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-Pm7aq1z_2fzVdRUR6PlV6wHLNZYm6F_QWqWnSFyBGD8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 8=-2140(F) 7=-985(F) 9=-973(F) 10=-970(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 2524706 Truss D2 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T22103318 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:42 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-tyhy2N_cpy5MFb3dg7Gke8qUxzzQrfRalUFL_iyBGD7 Scale = 1:35.3 1 2 3 4 6 5 7 8 5x6 ST1.5x8 STP 3x4 6x8 4x6 2x4 7-0-2 7-0-2 13-8-0 6-7-14 -1-0-0 1-0-0 7-0-2 7-0-2 13-8-0 6-7-14 0-4-16-0-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.51 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.02 0.07 (loc) 5-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. REACTIONS. (size)5=0-3-0, 2=0-8-0 Max Horz 2=379(LC 12) Max Uplift 5=-335(LC 12), 2=-310(LC 12) Max Grav 5=671(LC 17), 2=728(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/313, 4-5=-209/274 BOT CHORD 2-6=-631/901, 5-6=-633/896 WEBS 3-6=0/312, 3-5=-968/678 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-6-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 5 and 310 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss D3 Truss Type Monopitch Qty 6 Ply 1 Job Reference (optional) T22103319 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-L9FKFj_EaGDDtlepEqnzBLMfwNE?aGPjz8?uX8yBGD6 Scale = 1:35.3 1 2 3 4 5 12 11 10 9 8 7 6 13 5x6 ST1.5x8 STP 2x4 3x6 3x4 4x6 3x6 3x6 2x4 2x4 2x4 3x4 2-10-0 2-10-0 7-2-3 4-4-3 11-3-0 4-0-13 13-8-0 2-5-0 -1-0-0 1-0-0 2-10-0 2-10-0 7-2-3 4-4-3 11-3-0 4-0-13 13-8-0 2-5-0 0-4-16-0-60-8-05.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-5-6,0-1-8], [4:0-3-0,0-3-0], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.87 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.30 0.10 0.23 (loc) 10-11 10-11 6 10-11 l/defl >999 >533 n/a >690 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-12,7-9: 2x4 SP No.3, 3-8: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size)6=0-3-0, 2=0-8-0 Max Horz 2=379(LC 12) Max Uplift 6=-335(LC 12), 2=-310(LC 12) Max Grav 6=671(LC 17), 2=728(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1015/434, 3-4=-1192/496, 6-8=-645/406 BOT CHORD 2-12=-728/922, 11-12=-232/343, 3-11=-431/766, 10-11=-723/1151, 9-10=-721/1141, 8-9=-721/1120 WEBS 4-10=-52/370, 4-8=-1202/766, 3-12=-618/503 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-6-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 6 and 310 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss D4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103320 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:44 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-pLpiT3?sLaL4UvC0nYICjZvpZngwJZytCokR3ayBGD5 Scale = 1:36.6 1 2 3 4 5 7 6 8 9 3x6 ST1.5x8 STP 3x4 6x8 3x8 3x4 2x4 7-0-2 7-0-2 13-8-0 6-7-14 -1-0-0 1-0-0 7-0-2 7-0-2 13-0-0 5-11-14 13-8-0 0-8-0 0-4-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-3-0,0-2-4], [5:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.51 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.02 0.07 (loc) 6-7 2-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. REACTIONS. (size)6=0-3-0, 2=0-8-0 Max Horz 2=366(LC 12) Max Uplift 6=-330(LC 12), 2=-315(LC 12) Max Grav 6=660(LC 17), 2=729(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-975/425, 5-6=-207/268 BOT CHORD 2-7=-751/906, 6-7=-751/906 WEBS 3-7=0/311, 3-6=-967/795 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 13-6-4 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 6 and 315 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss D5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103321 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-HXN5gP0U6tTx63nCLFpRGmS_UA?72340RSU?b0yBGD4 Scale: 3/8"=1' 1 2 3 4 5 7 6 8 9 10 4x6 ST1.5x8 STP 2x4 6x8 4x6 3x4 2x4 2x4 7-0-2 7-0-2 11-0-0 3-11-14 13-8-0 2-8-0 -1-0-0 1-0-0 7-0-2 7-0-2 11-0-0 3-11-14 13-8-0 2-8-0 0-4-14-11-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.51 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.02 0.08 (loc) 6-7 2-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)6=0-3-0, 2=0-8-0 Max Horz 2=316(LC 12) Max Uplift 6=-310(LC 12), 2=-334(LC 12) Max Grav 6=623(LC 17), 2=731(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/528 BOT CHORD 2-7=-775/879, 6-7=-775/879 WEBS 3-7=0/312, 3-8=-925/808, 6-8=-966/861 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 13-6-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 6 and 334 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss EJ3 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T22103322 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-lkxTtl17tBbnkDMOvyLgp__HeaRBnhy9g6DY7TyBGD3 Scale = 1:10.8 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.19 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: 11 lb FT = 20% 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 3-0-0 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=112(LC 12) Max Uplift 3=-53(LC 12), 2=-175(LC 12) Max Grav 3=84(LC 17), 2=241(LC 17), 4=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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 175 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss EJ7 Truss Type Jack-Open Qty 30 Ply 1 Job Reference (optional) T22103323 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-h62DIR2NPorVzWWn0NN8uP3QfO_4FbSS7QifCLyBGD1 Scale = 1:21.1 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.69 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.21 -0.00 0.15 (loc) 2-4 2-4 3 2-4 l/defl >970 >382 n/a >523 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=213(LC 12) Max Uplift 3=-169(LC 12), 2=-217(LC 12) Max Grav 3=241(LC 17), 2=418(LC 17), 4=127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 3 and 217 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss EJ31 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T22103324 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:47 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-DwVr551leVjeLMxbTgsvLBXSD_f_W8CJumz6gvyBGD2 Scale = 1:10.8 1 2 34 2x4 ST1.5x8 STP 2x4 2x4 LUS24 3-0-0 3-0-0 3-0-0 3-0-0 0-4-11-7-15.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=74(LC 8) Max Uplift 1=-99(LC 8), 3=-213(LC 8) Max Grav 1=251(LC 1), 3=414(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 1 and 213 lb uplift at joint 3. 6) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-438(B) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss EJ32 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T22103325 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-h62DIR2NPorVzWWn0NN8uP3ZaO7FFbSS7QifCLyBGD1 Scale = 1:10.6 1 2 3 4 4x6 3-2-15 3-2-15 -1-0-14 1-0-14 3-2-15 3-2-15 0-4-11-6-120-4-51-2-81-6-124.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.10 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: 12 lb FT = 20% 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 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-8, 4=Mechanical Max Horz 2=109(LC 12) Max Uplift 3=-58(LC 12), 2=-188(LC 12) Max Grav 3=91(LC 17), 2=255(LC 17), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 188 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss G1 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T22103326 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:49 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-AJcbWm3?96zMbg5za5uNQcckGoQ4_yscM4SCkoyBGD0 Scale = 1:30.0 1 2 3 4 6 5 7 8 2x4 ST1.5x8 STP ST1.5x8 STP 6x8 3x8 3x4 2x4 5-7-2 5-7-2 10-10-0 5-2-14 -1-0-0 1-0-0 5-7-2 5-7-2 10-10-0 5-2-14 0-4-14-10-35.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.32 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 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: 53 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. REACTIONS. (size)5=0-6-0, 2=0-8-0 Max Horz 2=307(LC 12) Max Uplift 5=-261(LC 12), 2=-269(LC 12) Max Grav 5=525(LC 17), 2=594(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-742/294 BOT CHORD 2-6=-576/689, 5-6=-576/689 WEBS 3-5=-743/616 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-8-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 5 and 269 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss G2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22103327 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:49 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-AJcbWm3?96zMbg5za5uNQccl?oLD_?6cM4SCkoyBGD0 Scale = 1:27.5 1 2 3 4 5 7 6 8 4x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x8 2x4 3x8 3x4 9-0-0 9-0-0 10-10-0 1-10-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 10-10-0 1-10-0 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.63 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 -0.01 0.04 (loc) 2-7 2-7 6 2-7 l/defl >999 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-6-0, 2=0-8-0 Max Horz 2=265(LC 12) Max Uplift 6=-244(LC 12), 2=-286(LC 12) Max Grav 6=492(LC 17), 2=597(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/534, 3-4=-289/116, 5-6=-559/452 BOT CHORD 2-7=-768/692 WEBS 3-7=-511/639, 5-7=-448/576 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 10-8-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 6 and 286 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss G3 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103328 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:50 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-eVA_j64dwQ5DCqg98oPczq9nJBg6jMMlakBmGEyBGD? Scale = 1:24.5 1 2 3 4 6 5 7 8 2x4 ST1.5x8 STP ST1.5x8 STP 6x8 3x4 3x6 5x8 NAILED NAILED Special NAILED 7-0-0 7-0-0 10-10-0 3-10-0 -1-0-0 1-0-0 7-0-0 7-0-0 10-10-0 3-10-0 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.65 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.02 0.09 (loc) 2-6 2-6 5 2-6 l/defl >999 >817 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. REACTIONS. (size)5=0-6-0, 2=0-8-0 Max Horz 2=215(LC 8) Max Uplift 5=-707(LC 8), 2=-527(LC 8) Max Grav 5=1183(LC 25), 2=908(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1352/720 BOT CHORD 2-6=-730/1188, 5-6=-751/1231 WEBS 3-6=-437/862, 3-5=-1547/945 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 527 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 674 lb down and 519 lb up at 7-0-0 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=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 6=-674(F) 3=-134(F) 7=-134(F) 8=-63(F) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss HJ3 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T22103329 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-auIk8o5tS1LxS8qYFDR42FEIA?UyBPR222gsK6yBGCz Scale = 1:11.0 1 2 3 5 4 2x4 NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-11-6-130-4-11-2-121-6-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=111(LC 8) Max Uplift 3=-73(LC 8), 2=-282(LC 8) Max Grav 3=111(LC 13), 2=308(LC 28), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 282 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=66(F=33, B=33) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Job Reference (optional) T22103330 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:53 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-24s6L86WDLUo3IOkpwzJbSnRZPgewjoBHiQQsZyBGCy Scale = 1:21.2 1 2 3 7 6 5 4 8 9 10 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED 5-2-9 5-2-9 9-10-1 4-7-8 -1-5-0 1-5-0 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-132-10-123-2-133.54 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.73 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.12 0.02 (loc) 6-7 6-7 6 l/defl >999 >934 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=212(LC 8) Max Uplift 4=-104(LC 8), 2=-549(LC 8), 6=-380(LC 8) Max Grav 4=134(LC 28), 2=717(LC 28), 6=578(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1368/833 BOT CHORD 2-7=-914/1284, 6-7=-914/1284 WEBS 3-7=-333/482, 3-6=-1359/967 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 4, 549 lb uplift at joint 2 and 380 lb uplift at joint 6. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) 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=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=66(F=33, B=33) 9=-112(F=-73, B=-39) 10=-300(F=-163, B=-137) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss HJ11 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T22103331 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-6hkMxS5FhjD4q_FMiWwrW1h6ybA9SyBvpOxJpgyBGD_ Scale = 1:7.4 1 2 3 4 3x8 1-6-12 1-6-12 -1-0-14 1-0-14 1-6-12 1-6-12 0-4-10-11-24.54 12 Plate Offsets (X,Y)-- [2:0-8-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.02 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: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-8, 4=Mechanical Max Horz 2=72(LC 12) Max Uplift 3=-20(LC 9), 2=-157(LC 12) Max Grav 3=29(LC 17), 2=179(LC 17), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3 and 157 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss HJ21 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103332 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-auIk8o5tS1LxS8qYFDR42FEIA?VrBPR222gsK6yBGCz Scale = 1:7.8 1 2 3 5 4 2x4 NAILED NAILED 2-3-9 2-3-9 -1-5-0 1-5-0 2-3-9 2-3-9 0-4-11-0-23.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 9 lb FT = 20% 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 2-3-9 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=77(LC 8) Max Uplift 3=-18(LC 5), 2=-265(LC 8), 4=-23(LC 13) Max Grav 3=22(LC 9), 2=251(LC 28), 4=44(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3, 265 lb uplift at joint 2 and 23 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=54(F=27, B=27) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss K1 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T22103333 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:54 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-WGQUZU78_ecfhRzxNeUY7gJefp8Bf7ULVM9zO?yBGCx Scale = 1:35.1 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 20 21 22 23 24 25 5x8 ST1.5x8 STP 4x6 3x8 3x8 6x8 7x10 8x10 5x8 3x4 3x4 8x10 LUS24 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 3-3-0 3-3-0 7-8-3 4-5-3 11-11-9 4-3-7 16-8-8 4-8-15 3-3-0 3-3-0 7-8-3 4-5-3 11-11-9 4-3-7 16-8-8 4-8-15 3-11-25-3-65.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-1-8], [7:0-3-8,0-6-0], [9:0-3-8,0-5-12], [10:0-3-8,0-4-12], [11:0-5-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.20 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.09 0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 458 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-6,1-11: 2x8 SP 2400F 2.0E, 5-7,3-10,4-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 11=0-3-8 Max Horz 11=75(LC 21) Max Uplift 6=-4018(LC 8), 11=-4228(LC 8) Max Grav 6=7776(LC 1), 11=8202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4673/2419, 2-3=-4316/2284, 3-4=-6808/3567, 4-5=-5620/2923, 5-6=-6085/3192, 1-11=-6662/3447 BOT CHORD 9-10=-3567/6808, 7-9=-2923/5620 WEBS 2-10=-920/1549, 1-10=-3214/6281, 5-7=-4171/8024, 3-10=-3756/1961, 4-7=-1611/933, 3-9=-1372/2486, 4-9=-971/1790 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4018 lb uplift at joint 6 and 4228 lb uplift at joint 11. 8) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 0-3-10 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-6-4 from the left end to 4-6-4 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-16d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-6-4 from the left end to 14-6-4 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10dx1 1/2 Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 1-6-4 from the left end to 15-6-4 to connect truss(es) to back face of bottom chord. Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss K1 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T22103333 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:55 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-_Tzsmq8mlykWJbY7xL?ngtsoOCUQOakUk0vXxRyBGCw NOTES- 12) Use Simpson Strong-Tie HTU26 (20-16d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 3-6-4 from the left end to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss) or equivalent at 9-6-4 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-5=-70, 6-11=-20 Concentrated Loads (lb) Vert: 11=-711(F) 10=-1101(B) 9=-1108(B) 13=-1122(B) 14=-707(F) 15=-707(F) 16=-1094(B) 17=-707(F) 18=-707(F) 19=-1109(B) 20=-707(F) 21=-1126(B) 22=-707(F) 23=-1135(B) 24=-707(F) 25=-1078(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss L1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22103334 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:56 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-SfXF_A8OWGsNxl7JU3W0C5PwEcgM7Azezfe4TuyBGCv Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 3x8 5x8 2x4 2x4 3x8 9-4-0 9-4-0 18-8-0 9-4-0 -1-0-0 1-0-0 4-11-14 4-11-14 9-4-0 4-4-2 13-8-2 4-4-2 18-8-0 4-11-14 19-8-0 1-0-0 0-4-14-2-110-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [6:0-4-2,0-1-8], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.85 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.06 (loc) 6-8 6-8 6 8 l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-200(LC 10) Max Uplift 2=-475(LC 12), 6=-475(LC 12) Max Grav 2=903(LC 1), 6=903(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1498/1018, 3-4=-1118/731, 4-5=-1118/731, 5-6=-1498/1018 BOT CHORD 2-8=-814/1400, 6-8=-835/1327 WEBS 4-8=-272/561, 5-8=-483/487, 3-8=-482/487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-9-11, Interior(1) 4-9-11 to 9-4-0, Exterior(2) 9-4-0 to 15-4-0, Interior(1) 15-4-0 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 475 lb uplift at joint 2 and 475 lb uplift at joint 6. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss L2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22103335 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-xr5dBV90HZ_EYviW2m1FlIx1x00CsaPnBJOd?KyBGCu Scale = 1:34.5 1 2 3 4 5 6 7 8 11 10 9 20 21 22 23 24 4x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 5x8 7x10 3x6 NAILED NAILED NAILED LUS24 NAILED NAILED Special 3-0-0 3-0-0 9-4-0 6-4-0 15-8-0 6-4-0 18-8-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 9-4-0 6-4-0 15-8-0 6-4-0 18-8-0 3-0-0 19-8-0 1-0-0 0-4-11-7-14-2-110-4-11-7-15.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.88 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.27 0.05 0.18 (loc) 9-10 9-10 7 9-10 l/defl >999 >813 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. JOINTS 1 Brace at Jt(s): 5 REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=200(LC 7) Max Uplift 2=-586(LC 8), 7=-686(LC 8) Max Grav 2=1095(LC 29), 7=1206(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2030/930, 3-4=-1413/693, 3-5=-660/369, 5-6=-660/369, 4-6=-1412/690, 6-7=-2448/1235 BOT CHORD 2-11=-774/1962, 10-11=-774/1962, 9-10=-1045/2180, 7-9=-1045/2180 WEBS 3-10=-538/488, 5-10=-194/570, 6-10=-496/345, 6-9=-77/321, 4-5=-220/601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 2 and 686 lb uplift at joint 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 10-8-12 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. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 88 lb up at 15-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss L2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22103335 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:57 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-xr5dBV90HZ_EYviW2m1FlIx1x00CsaPnBJOd?KyBGCu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 9=-79(F) 22=-394(F) 23=-6(F) 24=-6(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 2524706 Truss M1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22103336 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-P1f?PrAe2t65A3HicUYUIWUFgQUSb6RxQz7BYmyBGCt Scale = 1:20.1 1 2 3 4 5 6 7 4x6 ST1.5x8 STP 4x6 4x6 2x4 5-4-0 5-4-0 10-8-0 5-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-8-0 5-4-0 0-4-12-5-10-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0 Max Horz 2=117(LC 11) Max Uplift 4=-200(LC 12), 2=-326(LC 12) Max Grav 4=456(LC 1), 2=562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/614, 3-4=-717/608 BOT CHORD 2-5=-432/594, 4-5=-432/594 WEBS 3-5=-25/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-4-0, Exterior(2) 5-4-0 to 10-7-4 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 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 200 lb uplift at joint 4 and 326 lb uplift at joint 2. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss M2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103337 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:17:59 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-tEDNcBBGpBExoDsuAB3jqj1Rzqp9KYv4fdtk4CyBGCs Scale = 1:19.9 1 2 3 4 5 7 6 8 9 10 11 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x4 2x4 2x4 NAILED NAILED NAILED NAILED Special NAILED NAILED Special 3-0-0 3-0-0 7-8-0 4-8-0 10-8-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 7-8-0 4-8-0 10-8-0 3-0-0 0-4-11-7-10-4-11-7-15.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.34 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.04 (loc) 6 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=72(LC 24) Max Uplift 5=-290(LC 8), 2=-416(LC 8) Max Grav 5=583(LC 30), 2=686(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1119/552, 3-4=-995/535, 4-5=-1095/548 BOT CHORD 2-7=-453/983, 6-7=-457/1001, 5-6=-453/980 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 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 290 lb uplift at joint 5 and 416 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 88 lb up at 3-0-0, and 107 lb down and 88 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=-79(F) 6=-79(F) 10=-6(F) 11=-6(F) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss N1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22103338 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-LQnlpXCvaUMoPMR4jvbyNxZgsDCj30eDuHcIcfyBGCr Scale = 1:20.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 2x4 2x4 2x4 4x6 4x6 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-5-5 1-5-5 3-8-10 2-3-5 4-11-6 1-2-12 7-2-11 2-3-5 8-8-0 1-5-5 -1-0-0 1-0-0 1-5-5 1-5-5 3-8-10 2-3-5 4-11-6 1-2-12 7-2-11 2-3-5 8-8-0 1-5-5 9-8-0 1-0-0 0-4-10-11-41-7-10-4-11-7-15.00 12 3.42 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [6:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 0.01 (loc) 11 11-12 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=67(LC 7) Max Uplift 2=-346(LC 8), 7=-346(LC 8) Max Grav 2=553(LC 29), 7=553(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/304, 3-4=-734/360, 4-5=-699/363, 5-6=-734/360, 6-7=-708/304 BOT CHORD 2-12=-216/625, 11-12=-217/631, 10-11=-249/720, 9-10=-213/593, 7-9=-211/586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 2 and 346 lb uplift at joint 7. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 12=-12(F) 11=-6(F) 10=-6(F) 9=-12(F) 14=-28(F) 15=-6(F) 16=-28(F) December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss N2 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T22103339 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:01 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-pcL81tCXLoUf1W0HHc6Bv86pKdPNoNBN6xMr85yBGCq Scale = 1:17.4 1 2 3 456 7 8 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x8 NAILED NAILED HTU26 HTU26 4-4-0 4-4-0 8-8-0 4-4-0 4-4-0 4-4-0 8-8-0 4-4-0 0-4-12-1-110-4-15.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.74 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.01 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=0-8-0 Max Horz 1=-81(LC 6) Max Uplift 1=-695(LC 8), 3=-1057(LC 8) Max Grav 1=1422(LC 1), 3=2173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3155/1561, 2-3=-3123/1550 BOT CHORD 1-4=-1364/2833, 3-4=-1364/2833 WEBS 2-4=-1041/2179 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: 2x6 - 2 rows staggered at 0-6-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 695 lb uplift at joint 1 and 1057 lb uplift at joint 3. 8) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 5-0-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss) or equivalent at 7-0-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss N2 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T22103339 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:01 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-pcL81tCXLoUf1W0HHc6Bv86pKdPNoNBN6xMr85yBGCq LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 1-3=-20 Concentrated Loads (lb) Vert: 5=-109(B) 6=-199(B) 7=-1697(B) 8=-869(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22103340 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-HpvWEDD966cWfgaTrJdQSMfxG1l0XsWWLb5OhXyBGCp Scale = 1:42.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 2x4 3x6 4x6 3x6 2x4 3x6 2x4 3x4 2x4 3x4 2x4 18-6-0 18-6-0 -1-1-0 1-1-0 9-3-0 9-3-0 18-2-8 8-11-8 18-6-0 0-3-8 19-7-0 1-1-0 2-7-76-5-112-7-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.71 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 18-6-0. (lb) - Max Horz 13=-360(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 11 except 13=-140(LC 8), 12=-332(LC 12), 9=-332(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 8 except 11=672(LC 19), 12=738(LC 17), 9=694(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-248/277, 3-4=-158/251 BOT CHORD 12-13=-340/283 WEBS 4-11=-382/246, 3-12=-461/475, 5-9=-461/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 9-3-0, Exterior(2) 9-3-0 to 15-3-0, Interior(1) 15-3-0 to 19-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11 except (jt=lb) 13=140, 12=332, 9=332. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22103341 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-DB0GfvFPdjsEu_ksykfuXnkHsrT4?n7povaVlQyBGCn Scale = 1:38.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 2x4 3x6 4x6 3x6 2x4 3x6 2x4 3x4 2x4 3x4 2x4 18-6-0 18-6-0 -1-1-0 1-1-0 9-3-0 9-3-0 18-6-0 9-3-0 19-7-0 1-1-0 1-9-75-7-111-9-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.61 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 18-6-0. (lb) - Max Horz 13=-200(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 13=-109(LC 12), 8=-109(LC 12), 11=-117(LC 12), 12=-303(LC 12), 9=-303(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 8 except 11=644(LC 17), 12=626(LC 17), 9=607(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-377/243, 3-12=-468/484, 5-9=-467/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 9-3-0, Exterior(2) 9-3-0 to 15-3-0, Interior(1) 15-3-0 to 19-7-0 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) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 13, 109 lb uplift at joint 8, 117 lb uplift at joint 11, 303 lb uplift at joint 12 and 303 lb uplift at joint 9. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22103342 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:05 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-iOaetFF1O1_5W8J2WSA74_HSmEqfkFuy1ZK2HsyBGCm Scale = 1:34.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 4x6 3x8 4x6 3x6 2x4 2x4 2x4 2x4 2x4 3x8 4x6 18-6-0 18-6-0 -1-1-0 1-1-0 9-3-0 9-3-0 18-6-0 9-3-0 19-7-0 1-1-0 0-11-74-9-110-11-75.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-0-6], [8:0-6-3,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.46 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 - 1-9-12, Right 2x6 SP No.2 -t 1-9-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-6-0. (lb) - Max Horz 2=-200(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 12=-161(LC 12), 13=-300(LC 12), 10=-300(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=560(LC 1), 13=595(LC 17), 10=583(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-431/295, 4-13=-500/517, 6-10=-490/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 9-3-0, Exterior(2) 9-3-0 to 15-3-0, Interior(1) 15-3-0 to 19-7-0 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) 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) 2, 8 except (jt=lb) 12=161, 13=300, 10=300. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22103343 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:05 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-iOaetFF1O1_5W8J2WSA74_HSkEqakFMy1ZK2HsyBGCm Scale = 1:30.6 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 19-1-0 19-1-0 9-6-8 9-6-8 19-1-0 9-6-8 0-0-43-11-110-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.46 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 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.All bearings 19-1-0. (lb) - Max Horz 1=-170(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-132(LC 12), 9=-289(LC 12), 6=-289(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=498(LC 1), 9=569(LC 17), 6=569(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-369/266, 2-9=-478/495, 4-6=-478/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 9-6-8, Exterior(2) 9-6-8 to 15-6-8, Interior(1) 15-6-8 to 18-3-15 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) 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, 5 except (jt=lb) 8=132, 9=289, 6=289. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22103344 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:06 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-Aa814aGf9K6y7HuE49hMcCphYeGZTjB6GD3cqIyBGCl Scale: 1/2"=1' 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-10 0-0-10 15-1-0 15-0-6 7-6-8 7-6-8 15-1-0 7-6-8 0-0-43-1-110-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 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.All bearings 14-11-13. (lb) - Max Horz 1=132(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-208(LC 12), 8=-208(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=269(LC 1), 6=412(LC 18), 8=412(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-324/372, 2-8=-324/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 7-6-8, Exterior(2) 7-6-8 to 13-6-8, Interior(1) 13-6-8 to 14-3-15 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) 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, 5, 7 except (jt=lb) 6=208, 8=208. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22103345 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:07 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-emiPIwHIweEplRTRetDb9PMq92WbCASFVtp9MlyBGCk Scale = 1:18.0 1 2 3 4 3x4 4x6 3x4 2x4 0-0-10 0-0-10 11-1-0 11-0-6 5-6-8 5-6-8 11-1-0 5-6-8 0-0-42-3-110-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.49 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 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)1=10-11-13, 3=10-11-13, 4=10-11-13 Max Horz 1=93(LC 11) Max Uplift 1=-96(LC 12), 3=-96(LC 12), 4=-195(LC 12) Max Grav 1=198(LC 17), 3=210(LC 18), 4=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-322/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 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 except (jt=lb) 4=195. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22103346 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-6zGnVGIwhyMgNb2dBakqidu3ASxmxdHPjXYjuByBGCj Scale = 1:13.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-10 0-0-10 7-1-0 7-0-6 3-6-8 3-6-8 7-1-0 3-6-8 0-0-41-5-110-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.18 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 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)1=6-11-13, 3=6-11-13, 4=6-11-13 Max Horz 1=-54(LC 10) Max Uplift 1=-56(LC 12), 3=-56(LC 12), 4=-114(LC 12) Max Grav 1=115(LC 17), 3=122(LC 18), 4=283(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 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 except (jt=lb) 4=114. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V8 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22103347 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-6zGnVGIwhyMgNb2dBakqidu4ZSzhxePPjXYjuByBGCj Scale = 1:5.9 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 3-1-0 3-0-6 1-6-8 1-6-8 3-1-0 1-6-8 0-0-40-7-110-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-13, 3=2-11-13 Max Horz 1=16(LC 11) Max Uplift 1=-32(LC 12), 3=-32(LC 12) Max Grav 1=71(LC 1), 3=71(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 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. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V9 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22103348 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:09 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-a9q9icIYSFVX_ldplIF3EqRDUsGLg4PYyBIGQdyBGCi Scale = 1:14.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-10 0-0-10 7-9-0 7-8-6 3-10-8 3-10-8 7-9-0 3-10-8 0-0-41-7-60-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.22 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 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)1=7-7-13, 3=7-7-13, 4=7-7-13 Max Horz 1=-61(LC 10) Max Uplift 1=-63(LC 12), 3=-63(LC 12), 4=-127(LC 12) Max Grav 1=129(LC 17), 3=137(LC 18), 4=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-209/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 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 except (jt=lb) 4=127. December 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524706 Truss V10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22103349 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 7 19:18:03 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:CvIx2CuW70IdXZKdS31Nsjzou88-l?SuSZEnsPkNGq9fP18f?ZBDSRFhGN9gaFryD_yBGCo Scale = 1:6.9 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 3-9-0 3-8-6 1-10-8 1-10-8 3-9-0 1-10-8 0-0-40-9-60-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-13, 3=3-7-13 Max Horz 1=22(LC 11) Max Uplift 1=-45(LC 12), 3=-45(LC 12) Max Grav 1=101(LC 1), 3=101(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 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. December 8,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths